proto set city, state 00000 00/00/00 - adb … · ... the buildings fire sprinkler system shall...

VICINITY MAP

IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY CURRENTACCESSIBILITY PROVISIONS OF THE LAW, HE/SHE SHALL REQUIRE SUBMITTAL OFCOMPLETE AND DETAILED PLANS. PLANS MUST CLEARLY SHOW ALL EXISTINGNON-COMPLYING CONDITIONS AFFECTED BY THE REMODEL (INCLUDING SITEPLAN, FLOOR PLANS DETAILS, ETC.) AND PROPOSED MODIFICATIONS OFDEFICIENCIES TO MEET CURRENT ACCESSIBILITY PROVISIONS. THE PLANS MUSTBE STAMPED BY THE FIELD INSPECTOR PRIOR TO SUBMITTAL FOR PLAN REVIEW.

DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH THE AGENCIES LISTED INTHE APPLICABLE CODE SUBHEADING ON THIS PAGE IF AN ALTERNATE ORSUBSTITUTED MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERALCONTRACTOR, HE WILL ASSUME THE RESPONSIBILITY FOR WHATEVERCONSTRUCTION MODIFICATION AND/OR ADDITIONAL COSTS ARE REQUIRED BYREASON OF THIS ACCEPTANCE.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THEARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY MECHANICAL,PLUMBING, ELECTRICAL OR SYSTEMS CONSTRUCTION. ANY DISCREPANCIESBETWEEN OR WITHIN THE ARCHITECTURAL AND CONSULTING ENGINEER'SDRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FORCLARIFICATION BEFORE COMMENCING WITH THE WORK. ANY CONSTRUCTIONINSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BECORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSETO THE OWNER OR ARCHITECT.

ALL REQUIRED PERMITS MUST BE OBTAINED FROM DEPARTMENT OFINSPECTIONS BEFORE THE BUILDING IS OCCUPIED.

DURING THE ENTIRE CONSTRUCTION PERIOD, IT SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CONDITIONS AT THEPROJECT SITE TO MEET THE REQUIREMENTS OF THE FEDERAL OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION (OSHA) AND ANY APPLICABLE STATEHEALTH AND SAFETY REGULATIONS. THIS PROVISION SHALL COVER THECONTRACTOR'S EMPLOYEES AND ALL OTHER PERSONS WORKING UPON ORVISITING THE SITE. THE CONTRACTOR SHALL BECOME FULLY INFORMED OF ALLAPPLICABLE STANDARDS AND REGULATIONS AND INFORM ALL PERSONS ANDREPRESENTATIVES RESPONSIBLE FOR WORK UNDER THIS CONTRACT.

CONTRACTOR SHALL PROVIDE FOR THE PROPER SEQUENCE OFCONSTRUCTION, LOCATION AND SIZE OF OPENINGS. COORDINATE ALLCONSTRUCTION AS INDICATED BY THE CONTRACT DOCUMENTS, INCLUDINGSHOP DRAWINGS REVIEWED BY ARCHITECT.

CONTRACTOR SHALL COORDINATE THE LOCATION AND TYPE OF ALL ACCESSPANELS REQUIRED FOR ACCESSING MECHANICAL, PLUMBING, ELECTRICAL ANDOTHER BUILDING SYSTEMS WITH ARCHITECT.

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GENERAL NOTES

UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS, DO NOT CUTOR OTHERWISE MODIFY STRUCTURAL ELEMENTS WITHOUT DIRECTIONFROM THE ARCHITECT AND ENGINEER. PROVIDE REINFORCEMENT,SUPPORT, TEMPORARY SHORING SATISFACTORY TO THE ARCHITECT ANDSTRUCTURAL ENGINEER PRIOR TO CUTTING INTO STRUCTURAL PORTIONSOF ANY BUILDING ELEMENT. PROVIDE ALL CUTTING OF STRUCTURALELEMENTS AND ALL ASSOCIATED REPAIR OR REFINISHING OF ADJACENTSURFACES AT NO ADDITIONAL EXPENSE TO THE OWNER

ALL PIPES, DUCTS, AND CONDUITS SHALL BE SUPPORTED AND BRACED PERALL APPLICABLE CITY AND CODE REQUIREMENTS, WHETHER OR NOT THETYPE OF RESTRAINT OR DETAIL OF THE RESTRAINT IS SHOWN ON THESEDRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ANDHIS SUBCONTRACTORS TO BE FAMILIAR WITH ALL CODE REQUIREMENTS.

WHEN REQUIRED, THE BUILDINGS FIRE SPRINKLER SYSTEM SHALL MEETALL REQUIREMENTS SET FORTH BY THE APPLICABLE CODES LISTED ONTHIS SHEET.

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ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CODESLISTED UNDER THE PROJECT INFORMATION HEADING ON THIS SHEET. ITSHALL BE THE CONTRACTOR'S AND HIS EMPLOYEE'S RESPONSIBILITY TO BEFAMILIAR WITH ALL CODES AND ORDINANCES, CITY OR STATE, AS REQUIREDFOR THE CONSTRUCTION OF THIS PROJECT. WHERE ANY CONFLICTS OCCURBETWEEN FEDERAL, STATE AND LOCAL LAWS, CODES, ORDINANCES, ANDREGULATIONS, THE MOST STRINGENT SHALL GOVERN.

VERIFICATION OF EXISTING CONDITIONS SHALL BE MADE FROM SOURCESAVAILABLE TO THE CONTRACTOR, SUCH AS BUT NOT LIMITED TO, UTILITYCOMPANIES, CONTRACT DOCUMENTS, THE OWNER, SITE INVESTIGATIONREPORTS, ETC. IN NO WAY SHALL ANY DOCUMENTATION RECEIVED BY THECONTRACTOR RELIEVE HIM OF THE RESPONSIBILITY OF PERFORMING HISOWN FIELD INVESTIGATION.

THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDINGBUT NOT LIMITED TO STRUCTURE, MECHANICAL, PLUMBING, ELECTRICAL,EQUIPMENT, AND ALL OTHER EXISTING SYSTEMS AND MAKE NECESSARYPROVISIONS TO MAINTAIN THE INTEGRITY OF SAID SYSTEMS PRIOR TO THECOMMENCEMENT OF DEMOLITION, IF ANY. SEE STRUCTURAL, MECHANICAL,PLUMBING, ELECTRICAL AND EQUIPMENT DRAWINGS FOR ANY SYSTEMS ORPORTIONS THEREOF TO BE REMOVED. RELOCATED, REVISED OR ABANDONED.ALL POSSIBLE CARE SHALL BE EXERCISED BY THE CONTRACTOR TO INSURETHAT ANY SAID UTILITY WILL NOT BE THE CAUSE OF ENDANGERMENT TO THELIFE OR HEALTH OF ANY PERSON.

THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS, IF PROVIDED, FORA COMPLETE LIST OF GENERAL CONDITIONS, SPECIAL CONDITIONS,MATERIALS, INSTALLATION METHODOLOGY AND NOTES.

CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE OF TIMES WHENTHE CONSTRUCTION NOISE WILL BE EXCESSIVE. CONTRACTOR SHALLRESCHEDULE SUCH WORK IF SO REQUIRED BY THE OWNER.

THE CONTRACTOR SHALL LOCATE BACKING PLATES BEHIND ALL WALLHANDRAILS, GRAB BARS, GUARDRAILS, ETC. AS REQUIRED

ALL PENETRATIONS INTO SOUND RATED ASSEMBLIES SHALL BE SEALED WITHAPPROVED RESILIENT ACOUSTIC SEALANT. ALL RECESSED ITEMS SHALL BESEALED TO MAINTAIN INTEGRITY OF THE ACOUSTIC ASSEMBLY.

ALL DIMENSIONS SHOWN ARE FROM GRID LINE, CENTER OF COLUMN, FACE OFSTUD OR EDGE OF SLAB.

THE ARCHITECT WILL DEFINE THE INTENT OF ANY ABBREVIATION INQUESTION.

ALL DRAWINGS, THOUGH NOTED TO SCALE, ARE FOR ILLUSTRATION ONLY.THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL NOT SCALE THEDRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALEDETAILS. ITEMS WRONGLY LOCATED BY DRAWING SCALING SHALL BECORRECTED AT THE CONTRACTOR'S EXPENSE.

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PROJECT DATA AND CODE SUMMARY

PROPOSED USE:

ZONING:

ACTUAL SQUARE FOOTAGE:

ALLOWABLE AREA PER FLOOR:

ACTUAL STORIES:

ALLOWABLE STORIES:

ACTUAL PROJECT HEIGHT:

ALLOWABLE HEIGHT:

OCCUPANCY CLASSIFICATION:

TYPE OF CONSTRUCTION:

FIRE RESISTANCE RATINGREQUIREMENTS:

APPLICABLE CODES:

RESTAURANT

ZONE

4,136 SF(2,900 SF BLDG + 697 SF PATIO + 539 SF SERVICE)

6,000 SF

1 STORY

1 STORY

24'-9"

40'-0"

A-2 ASSEMBLY

TYPE V-B (FULLY SPRINKLERED)

STRUCTURAL FRAME - 0 HOURSNON BEARING EXTERIOR WALLS - 0 HOURSNON BEARING INTERIOR WALLS - 0 HOURSFLOOR CONSTRUCTION - 0 HOURSROOF CONSTRUCTION - 0 HOURS

2012 IBC (INTERNATIONAL BUILDING CODE)2012 IMC (INTERNATIONAL MECHANICAL CODE)2012 IPC (INTERNATIONAL PLUMBING CODE)2012 IFC (INTERNATIONAL FIRE CODE)2008 NEC (NATIONAL ELECTRICAL CODE)2012 TAS (TEXAS ACCESSIBILITY STANDARDS)2012 IECC (INTERNATIONAL ENERGYCONSERVATION CODE)

PROPERTY OWNER:

ARCHITECTURAL /ENGINEERING:

CIVIL / LANDSCAPE:

BUILDING OFFICIAL:

CONSTRUCTIONMANAGER:

SC RETAIL MANAGEMENT, LLCCONTACT: TOM GORDON1088 MILLSAPFAYETTEVILLE, AR 72703PH: (479) 935-4444

HARRISON FRENCH AND ASSOCIATES1705 S WALTON BLVD, SUITE 3BENTONVILLE, AR 72712PH: (479) 273-7780ARCHITECT: JAMES HARRIS, ext 373STRUCTURAL: JACK KUCHAREWICZ, ext 315MEP: GREG SCHLUTERMAN, ext 291

CIVIL ENGINEER CONSULTANTCONTACT: NAMESTREET ADDRESSCITY, STATE 00000PH: (000) 000-0000

BUILDING OFFICECONTACT: NAMESTREET ADDRESSCITY, STATE 00000PH: (000) 000-0000

SLIM CHICKENSCONTACT: DARRELL LINDABURY1088 E MILLSAP RDFAYETTEVILLE, AR 72703PH: (479) 935-4444

NOTE: CONTACT CONSTRUCTION MANAGER FOR ALL RFI'S, QUESTIONSREGARDING BIDDING, OR A LIST OF GENERAL CONTRACTORS

PROJECT TEAM

STIPULATION FOR REUSE

JOB NUMBER:

CHECKED BY:

DRAWN BY:

ISSUE DATE:

SHEET:

ISSUE BLOCK

THIS DRAWING WAS PREPARED FOR USEON A SPECIFIC SITE AT:

CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.

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2015-01-23

RENCHARRISONH F& A S S O C I A T E S , LT D

Bentonville, Arkansas 72712t 479.273.7780f 888.520.9685www.hfa-ae.com

1705 S Walton Blvd, Suite 3

SHEET INDEX - REVISION HISTORYSHEET NO. SHEET NAME

CURRENT REVISIONREV DESC DATE

GENERALCS COVER SHEETDS DRAWING STANDARDSLS LIFE SAFETY PLAN

CIVILSHEET 5 SITE PLAN*

STRUCTURALS1.1 FOUNDATION GENERAL NOTES & TYPICAL DETAILSS1.2 FRAMING GENERAL NOTES & TYPICAL DETAILSS2.1 FOUNDATION PLAN & DETAILSS3.0 HEADER & SHEAR WALL PLANS3.1 ROOF FRAMING PLAN & DETAILSS5.1 FRAMING DETAILS

ARCHITECTURALA1.1 FLOOR PLANA1.2 REFLECTED CEILING PLANA1.3 ROOF PLANA2.1 EXTERIOR ELEVATIONSA2.2 EXTERIOR ELEVATIONSA3.1 INTERIOR ELEVATIONSA3.2 INTERIOR ELEVATIONSA4.1 BUILDING SECTIONSA4.2 BUILDING SECTIONSA4.3 WALL SECTIONSA4.4 WALL SECTIONSA5.1 DETAILS - EXTERIORA5.2 DETAILS - INTERIOR AND FINISHESA5.3 DETAILS - RESTROOM AND ACCESSIBILITYA5.4 DETAILS - ENCLOSURESA5.5 DETAILS - DOORS AND WINDOWSA5.6 DETAILS - CABINETRY

MECHANICALM1.0 MECHANICAL PLANM2.0 MECHANICAL SECTIONSM3.0 MECHANICAL SCHEDULES

PLUMBINGP1.0 PLUMBING DRAIN PLANP2.0 PLUMBING SUPPLY PLANP3.0 PLUMBING RISERSP4.0 PLUMBING DETAILSP5.0 PLUMBING LEGEND, NOTES AND SCHEDULES

ELECTRICALE0.1 ELECTRICAL SITE PLANE1.0 POWER PLANE1.1 PANEL SCHEDULES AND ONE LINE DIAGRAME1.2 ELECTRICAL DETAILSE2.0 LIGHTING PLANE3.0 SITE PHOTOMETRIC

FIRE PROTECTIONF1.0 FIRE PROTECTION PLANF2.0 FIRE SPRINKLER DETAILS

EQUIPMENTB1.0 MENU BOARD DETAILS*K1.0 EQUIPMENT LAYOUT & ELECTRICAL / PLUMBING & SCHEDULES*K2.0 SPECIAL CONDITIONS & FURNITURE SCHEDULE*

KITCHEN HOODH1.0 KITCHEN HOOD DETAILS*H2.0 KITCHEN HOOD DETAILS*H3.0 KITCHEN HOOD DETAILS*H4.0 KITCHEN HOOD DETAILS*H5.0 KITCHEN HOOD DETAILS*

*INDICATES FOR REFERENCE ONLY

ABBREVIATIONS

ABABVACA/CACCACRACTADADAADDADJTADJAFFAFGAGGAHJALALTALUMAPAPXARCHASBASPHAUTO

BBDBDBELBETWBITBLDGBLKBLKGBMBOBUR

CABCBCDCEMCFLCFTCGCHBDCIPCCJTCKCLGCLRCMTCMUCOLCOMBCONCCONSTCONTCONTRCPTCTRCWCYD

DDADEGDEMODETDFDIADIAGDIMDISPDIVDNDPDRDSDWDWGDWR

EEAEBEJELEVELECELEMERENCLEQEQUIPESCESTEWCEWEXCEXHEXISTEXPEXT

ABBREVIATIONS APPLY TO ARCHITECTURAL SHEETS ONLY AND ARE TYPICAL AND MAY OR MAY NOT OCCUR ON THIS PROJECT. IF ANABBREVIATION FOUND ON AN ARCHITECTURAL SHEET IS NOT LISTED, CONTRACTOR TO CONTACT ARCHITECT FOR INTERPRETATION.

FIRE ALARMFURNISHED BY OTHERSFIRE BRICKFLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISHED FLOOR ELEVATIONFINISHED FLOOR LINEFIRE HOSE CABINETFINISH(ED)FIXTUREFLUSH JOINTFLOOR CLEANOUTFLASHINGFLUORESCENTFLOOR(ING)FLEXIBLEFOUNDATIONFEMENINE NAPKIN DISPENSERFACE OF CONCRETEFACE OF FINISHFACE OF MASONRYFACE OF STUDSFIRE PROOF(ING)FIRE PLACEFRAME(D)(ING)FLOOR SINKFOOT, FEETFOOTINGFURNACE UNITFURRED(ING)FUTURE

GAGE, GAUGEGALLONGRAB BARGENERAL CONTRACTORGALVANIZED IRONGLASSGLASS BOLOCKGALVANIZED PIPEGYPSUM DRY WALLGYPSUM LATHGYPSUM PLASTERGALVANIZED STEEL SHEETGROUTGALVANIZEDGYPSUM

HOSE BIBHOLLOW COREHANDICAPHEAVY DUTYHEADERHARDWAREHARDWOODHOOK(S)HOLLOW METALHORIZONTALHOLLOW STRUCTURAL SECTIONHEIGHTHEATING VENTILATINGAIR CONDITIONINGHOT WATERHOT WATER HEATER

INSIDE DIAMETERINCLUDE(D)(ING)INSULATE(D)(ION)INTERIORINVERT

JANITOR'S CLOSETJOINT FILLERJANITOR'S SINKJOINT

LAVATORYPOUNDLAMINATED VENEER LUMBER

MASONRYMAXIMUMMEDICINE CABINETMECHANICALMANUFACTURERMANHOLEMINIMUMMIRRORMISCELLANEOUSMOLDINGMEMBRANEMANUFACTURER(ED)MODULARMOP RACKMARBLEMETAL ROOF DECKINGMOUNTED(ED)(ING)METALMULLION

NNANICNOMNTS

OAOBSOCODOHOHEOJOPOPGOPHOPPOSB

PARPBPCCPDPERFPERIPFBPFNPKPLPLAMPLASPLYWDPNLPNTPOCPPLPRPSCPTPTDPTNPTRPVCPVMT

QT

RRARADRBRBERBTRDREFREFRREGREINFREMRESRETREVRFGRFHRFLRMRO

SSASCSCDSCHSCNSDSDRSECSFGLSGSHSHWRSHTSHTHSIMSKLSHSSNTSPECSPKSPLSQSSSSKSTSTASTDSTOSTRSUSPSYMSYS

TTBTBETELTGT&GTHKTHRTKBDTOTOCTOFTOPTORDTOSTPDTPTNTSLTVTOWTYPTZ

UNOUR

VBVBRVCTVERTVFVT

WWBWCWDWGWHWHBWICWIFWINWOWPWPTWSCTWWFWWM

ANCHOR BOLTABOVEACOUSTICALAIR CONDITIONINGACCESSACRYLIC PLASTICACOUSTICAL TILEAREA DRAINAMERICAN DISABILITY ACTADDENDUMADJACENTADJUSTABLEABOVE FINISHED FLOORABOVE FINISHED GRADEAGGREGATEAUTHORITY HAVING JURISDICTIONALUMINUMALTERNATEALUMINUMACCESS PANELAPPROXIMATEARCHITECTASBESTOSASPHALTAUTOMATIC

BULLETIN BOARDBOARDBELOWBETWEENBITUMINOUSBUILDINGBLOCKBLOCKINGBENCH MARKBOTTOM OFBUILT UP ROOFING

CABINETCATCH BASINCONDENSATE DRAINCEMENTCOUNTER FLASHINGCUBIC FOOTCORNER GUARDCHALK BOARDCAST IN PLACECONCRETE CONTROL JOINTCAULK(ING)CEILINGCLEAR(ANCE)CERAMIC MOSAIC TILECONCRETE MASONRY UINITCOLUMNCOMBINATIONCONCRETECONSTRUCTIONCONTINUOUSCONTRACT(OR)CARPET(ED)COUNTERCOLD WATERCUBIC YARD

DRAINDOUBLE ACTINGDEGREE(S)DEMOLISH, DEMOLITIONDETAILDRINKING FOUNTAINDIAMETERDIAGONALDIMENSIONDISPENSERDIVISIONDOWNDAMPPROOFINGDOORDOWNSPOUTDISHWASHERDRAWINGDRAWER

EASTEACHEXPANSION BOLTEXPANSION JOINTELEVATORELECTRIC(AL)ELEVATIONEMERGENCYENCLOSE(URE)EQUALEQUIPMENTESCALATORESTIMATEELECTRIC WATER COOLEREACH WAYEXCAVATEEXHAUSTEXISTINGEXPOSEDEXTERIOR

FAFBOFBRKFDFEFECFFEFFLFHCFINFIXTFJTFLCOFLGFLOURFLRFLXFNDFNDSFOCFOFFOMFOSFPFPLFRFSFTFTGFUFURFUT

GAGALGBGCGIGLGLBGPGPDWGPLGPPLGSSGTGVGYP

HBHCHCPHDHDRHDWHDWDHKHMHORIZHSSHTHVAC

HWHWH

IDINCLINSINTINV

JCJFJSJT

LAVLBLVL

MASMAXMCMECHMFRMHMINMIRMISCMLDMMBMNFRMODMRMRBMRDMTMTLMULL

NORTHNOT APPLICABLENOT IN CONTRACTNOMINALNOT TO SCALE

OVERALLOBSCUREON CENTER(S)OUTSIDE DIAMETEROPPOSITE HANDOVERHEAD ELECTRICOPEN-WEB JOISTOPAQUEOPENINGOPPOSITE HANDOPPOSITEORIENTED STRAND BOARD

PARALLELPANIC BARPRECAST CONCRETEPENCIL DRAWERPERFORATE(D)PERIMETERPREFABRICATE(D)PREFINISHED PLATE GLASSPARKINGPLATEPLASTIC LAMINATEPLASTERPLYWOODPANELPAINT(ED)POINT OF CONNECTIONPROPERTY LINEPAIRPRESTRESSED CONCRETEPOINTPRESSURE TREATEDPARTITIONPAPER TOWELPOLYVINYL CHLORIDEPAVEMENT

QUARRY TILE

RISERRETURN AIRRADIUSRUBBER BASERAFTER BEARING ELEVATIONRUBBER TILEROOF DRAINREFERENCEREFRIDGERATORREGISTERREINFORCED(ING)REMOVERESILIENTRETURNREVISION(S) / REVISEDROOFINGROOF HATCHREFLECT(ED)(IVE)ROOMROUGH OPENING

SOUTHSUPPLY AIRSOLID CORESEAT COVER DISPENSERSCHEDULESCREENSMOKE DETECTORSTORM DRAINSECTIONSAFETY GLASSSHEET GLASSSHELF, SHELVINGSHOWERSHEETSHEATHINGSIMILARSKYLIGHTSHEET METAL SCREWSSEALANTSPECIFICATIONSSPEAKERSPECIALSQUARESTAINLESS STEELSERVICE SINKSTEELSTATIONSTANDARDSTORAGESTRUCTURALSUSPENDEDSYMMETRY(CAL)SYSTEM

TREADTOWEL BARTRUSS BEARING ELEVATIONTELEPHONETEMPERED GLASSTONGUE & GROOVETHICK(NESS)THRESHOLDTACKBOARDTOP OFTOP OF CURBTOP OF FOOTINGTOP OF PAVINGTOP OF ROOF DRAINTOP OF STEELTOILET PAPER DISPENSERTOILET PARTITIONTOP OF SLABTELEVISIONTOP OF WALLTYPICALTERRAZO

UNLESS NOTED OTHERWISEURINAL

VINYL BASEVAPOR BARRIERVINYL COMPOSITION TILEVERTICALVINYL FABRICVINYL TILE

WESTWOOD BASEWATER CLOSETWOODWIRED GLASSWATER HEATERWHEEL BUMPERWALK-IN COOLERWALK-IN FREEZERWINDOWWITHOUTWATERPROOFINGWORKING POINTWAINSCOTWELDED WIRE FABRICWELDED WIRE MESH

MATERIAL LEGEND

CONCRETE (SECTION)

CONCRETE (PLAN)

COOLER PANEL

EARTH

GYPSUM BOARD

RIGID INSULATIONPLYWOOD

BLOCKING OR SHIM

NOMINAL CUT LUMBER

BATT INSULATION

WALL TYPEINDICATOR

REVISIONINDICATOR

SYMBOLS LEGEND

100'-0"A0.1

100'-0"FF EL

102

P3

1A0.1

DOORINDICATOR

MATERIALINDICATOR

ENLARGED DETAILINDICATOR

PLAN ELEVATIONINDICATOR

ELEVATIONINDICATOR

GRID LINEINDICATOR

ROOM NAMEAND NUMBER

EXTERIOR ELEVATIONINDICATOR

FULL AND PARTIALSECTION INDICATOR

A

DINING

1

NORTH ARROW

A WINDOWINDICATOR

1

1

A0.1

100A

11 / A0.1INTERIOR ELEVATIONINDICATOR


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COORDINATE FINAL LOCATION AND NUMBER OF REQUIRED FIRE EXTINGUISHERS WITH LOCAL FIRE MARSHALL.PROVIDE J.L. INDUSTRIES COSMIC 10E OR EQUIVALENT MINIMUM.

LIFE SAFETY LEGEND

ROOM TAG

OCCUPANT LOAD (PER SPACE)

EGRESS / FIREEXTINGUISHER PATH LABEL

SUMMATIONOF LOADS

LINE OF TRAVEL

FIRE EXTINGUISHER TRAVEL PATH

EXIT LIGHT (SEE ELECTRICAL &VERIFY WITH FIRE MARSHAL)

FIRE EXTINGUISHERBRACKET MOUNTED

SEMI-RECESSED FIREEXTINGUISHER CABINET

ROOM NAME101

#OCC

X

X

F.E.

F.E.C.

EXIT ANALYSIS

OCCUPANCY A-2 (ASSEMBLY)

MINIMUM EGRESS WIDTH = .20" PER OCCUPANT

5 EXITS PROPOSED (216" TOTAL)PROVIDES EGRESS CAPACITY FOR 1,080 OCCUPANTS(179 OCCUPANTS PROPOSED)

EXIT ACCESSTRAVEL DISTANCE 250' - 0" MAX (SPRINKLERED)

B

EGRESS WIDTH.20 X 44 = 8.8"

34" CLEAR PROVIDEDEGRESS CAPACITY 170







EGRESS WIDTH.20 X 5 = 1"


G

22

F

22

22

44

44

44

81

81

A

C2

D

D

3

3

4

1

4

EX6

EX6

EX4

EX4

EX1

EX3

EX3

EX5

EX5

EX5

EX2

EX2

F.E.

F.E.

F.E.

F.E.C.

EX1

SERVICE YARD114

0

FREEZER112

0

COOLER113

1

OFFICE108

1

KITCHEN106

3

DRIVE-THRU105

1

WOMEN110

2

MEN111

1

CORRIDOR109

0

WAITING/QUEUE101

37

CASHIER103

1

DINING102

88

PATIO104

44

RISER ROOM107

0

3

1

1

22

BA

2

C

C

D

E

E

E

1

1

E

1 3

2

5


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EGRESS DISTANCESEXIT PATH EXIT PATH DISTANCE

A 39' - 2"B 40' - 9"C 66' - 11"D 79' - 7"E 69' - 11"F 19' - 8"G 32' - 5"

FIRE EXTINGUISHER MAX TRAVEL DISTANCEEXIT PATH EXIT PATH DISTANCE

EX1 35' - 11"EX2 26' - 3"EX3 31' - 8"EX4 40' - 6"EX5 59' - 4"EX6 47' - 10"

1/4" = 1'-0"LIFE SAFETY PLAN1

OCCUPANT LOAD

OCCUPANCY AREAAREA PEROCCUPANT

OCCUPANTLOAD

ASSEMBLY - STANDING 182 SF 5 SF 37ASSEMBLY - UNCONCENTRATED 1978 SF 15 SF 132BUSINESS 362 SF 100 SF 4KITCHEN 837 SF 200 SF 5STORAGE 236 SF 300 SF 1TOTAL 3596 SF 179

A2.1

A2.2

1

1

3' - 11" 4' - 0" 5' - 3 1/2"

22' - 0" 13' - 2 1/2" 37' - 5 1/2"

5 1/

2"1'

- 0"

38' -

4"

5 1/

2"3'

- 6

1/2"

39' -

4"

5' -

9 1/

2"24

' - 5

"3'

- 4"

5' -

9 1/

2"

1' -

0"6

1/2"

36' -

0"

1' -

9 1/

2"4'

- 0"

8' - 8" 11' - 11" 5' - 6 1/2"2"

4' - 4" 4' - 1 3/4" 6' - 3 3/4"4'

- 10

1/2

"

2' -

3 1/

2"24

' - 0

1/2

" (C

OO

RD

INAT

E W

ITH

CO

OLE

R M

ANU

FAC

TUR

ER)

6' -

9 1/

2"

4' -

1" F

.V.

5' -

3" F

.V.

COORDINATE W/ COOLER MFR

8' - 8"OF SHEATHING3" FROM FACE

7' -

2"11

' - 1

1/2

"2'

- 5"

12' -

2"

3' - 5"

2' - 2" 10"

A2.2 2

3- A

3.2

2- A3.2

1- A

3.2

4- A

3.1

2- A3.1

1- A3.1

3- A

3.1

SERVICE YARD114

FREEZER112

COOLER113

OFFICE108

KITCHEN106

MEN111

WOMEN110

CORRIDOR109

WAITING/QUEUE101

CASHIER103

DRIVE-THRU105

DINING102

PATIO104

RISER ROOM107

4' -

6"30

' - 4

"4'

- 6"

43' -

4"

EQ EQ

1A4.2

_____________________

1A4.2

_____________________

2A4.2

_____________________

2A4.2

_____________________

3A4.2

_____________________

3A4.2

_____________________

4A4.2

_____________________

4A4.2

_____________________

1A4.1

_____________________1

A4.1_____________________

2A4.1

_____________________2

A4.1_____________________

3' -

3 1/

2"4'

- 4"

7' -

2 1/

2"5'

- 10

"2'

- 10

1/2

"

1' -

6 1/

2"

5' -

1"2'

- 0"

1' -

0"

12' - 4 3/4" 6' - 9 1/4"

4" ROUNDDOWNSPOUT, TYP

4- A

3.2

5- A3.2

ROOF ABOVE

7' -

9"4'

- 10

"A A

A4±4'-7.5"A4 ±4'-7.5"

106

107

128

108

110

101

102B

102A

111

B

2' - 5"

AAA AAA

C

A4±4'-7.5"

D4±4'-7.5"

D4±4'-7.5"

C6

C4±10'-4.5"

A410 SIM

A410'-0"

A410'-0"

A410'-0"

A69'-0" A49'-0"

C69'-0"

C49 SIM

A4 9'-0"

C4±10'-4.5"

D4±10'-4.5"

A410'-0"

_______A5.3

1

1X WOOD CAP

1X WOOD CAP

PROVIDE EXTERIOR GRADEPLYWOOD SUBSTRATE FORFRP ENTIRE LENGTH OF WALL

4" PIPE BOLLARD FILLEDWITH CONCRETE TYP.FIELD VERIFY SPACING.REF

CUSTOM GUARDRAIL

1X WOOD CAP

DRAIN DOWNSPOUTTO FACE OF CURB, TYP

CONDENSING UNIT,TYP. REF MECH

GREASE RECOVERYTANK. REF PLUMB

REF MEP AND FIREPROTECTION DRAWINGS FOR

RISER ROOM EQUIPMENTELECTRICALPANELS.REF ELEC

HOSE BIB, TYP.REF PLUMB

CENTER SIGNAGE ON BRICKWALL. COORDINATE WITHSIGNAGE CONSULTANT

12' - 6 1/2"

4' -

3 1/

2"

PROVIDE 2X BLOCKING AT EACHBOOTH. COORDINATE WITHCUSTOM BOOTH SUPPLIER.

PROVIDE 2X BLOCKING AT EACHBOOTH. COORDINATE WITHCUSTOM BOOTH SUPPLIER.

HEADER/EDGE OFCEILING ABOVEREF

HEADER ABOVEREF

HEADER ABOVEREF

_______A5.4

8

4' -

6 1/

2"

2' - 5"

7' - 2" 3' - 3" 6' - 10 3/4"26' - 1 1/2" 8' - 4 1/2" 38' - 2"

2"

/7 A5.4

E

F

FLOOR DRAIN, TYP.REF PLUMBING

BEAM ABOVE

BEAM ABOVE

RECESSED SLABAT FREEZER.REF STRUCTURAL

1' - 4"

B410'-0"

A4 10'-0"

D4

ROOF EDGE

1

1

4

5

6

6

BB

AA

DD

CC

2

1' -

11 1

/2"

2' -

9"7'

- 4"

5' -

3"8'

- 10

1/2

"5'

- 8

3/4"

5' -

8 3/

4"

2"1'

- 6

1/2"

4"

10' -

6"

14' - 11 1/2" 72' - 8"

17' - 7 1/2"

3

EQ EQ

MECHANICALSCREEN - SEALED

4X4 POST SET INCONCRETE, TYP.REF STRUCT

A410'-0"

1' - 6" 5' - 2" 10" 5' - 2" 10" 5' - 2" 10" 5' - 2" 10" 5' - 2" 10" 5' - 2" 1' - 6"

5' - 2" 10" 5' - 2"

1' - 8"

3' - 4" 2' - 6"

2 1/2"

6' - 0"

8' -

8 1/

2"14' - 11 1/2"

12" C

LEAR

, MIN

5A4.4

________________________________

10A5.4

________________________________

14A5.4

________________________________

12" M

IN

THRESHOLD

THRESHOLD

THRESHOLDG

OCCUPANCY LOADSIGNAGE

OCCUPANCYLOADSIGNAGE

+/- 8

' - 6

"

HEADER ABOVEREF

/8 A5.2

/9 A5.2

/6 A5.2

/1 A4.4

_______A5.411

_______A5.411 OH

_______A5.412

ARCHITECTURAL FINISH FLOOR: 100' - 0"

2' -

2"

THRESHOLD

DISCONNECTAND METERREF ELECTRICAL

104A

104B

REF FOR WALLCONSTRUCTION BEHINDDRINKWALL COUNTERS

FLOOR SINK, TYP.REF PLUMBING

FALSE WALL CHASE -CUSTOM GRAPHIC W/1X10 PINE FRAME OVER3/4" PLYWOOD OVER 2X6SUBSTRUCTURE.

BEAM ABOVE

BEAM ABOVE

BEAM ABOVE

BEAM ABOVE

_______A5.110

DRAIN DOWNSPOUTTO FACE OF CURB, TYP

FLOOR DRAIN, TYP.REF PLUMBING

7' - 2" 3' - 3" 6' - 10 3/4"

C6

HCP

HCP

HCP

HCP

HC

P

GC TO FIELD COORDINATEACCESSIBLE SEATING W/FURNITURE PROVIDER

HCP

HCP

CO2 TANK WITH WALLMOUNTED FILLSTATION (N.I.C.).COORDINATELOCATION WITH CMAND SUPPLIER

/1 A5.2

3 1/2" ROUNDPOST SET INCONCRETE, TYP.REF STRUCT

2' -

6"

PORTION OF BAR TABLE TO HAVESURFACE HEIGHT BETWEEN 28"AND 34" AND KNEE CLEARANCE OF27" MIN PER TAS REGULATIONS

HCP

HCPALL FURNITURE AT DININGAND PATIO AREAS BYEQUIPMENT PROVIDER

7- A3.2

17' - 4 3/16"

PROVIDE MIN. (3) JACK STUDSAND (2) KING STUDS WHEREHEADER BEARS ON STUD WALL- TYP BOTH SIDES

PARTITION TYPE NOTES

1. SEE FLOOR PLAN FOR TYPE NOTATION.

2. THESE TYPES INDICATE PRIMARY INTERIOR PARTITIONS. EXTERIOR WALLS, OVERLAID VENEERS, WAINSCOTS, PILASTERSAND OTHER VARIANTS AND SPECIAL CONDITIONS ARE INDICATED ON THE PLANS AND DETAILS.

3. ALL WALLS THAT CONTAIN OR ARE ADJACENT TO PLUMBING FIXTURES SHALL RECEIVE MOISTURE RESISTANT GYP BOARD.

4. PROVIDE PLYWOOD SHEATHING AT ALL LOCATIONS WHERE SHELVING IS TO BE INSTALLED IN LIEU OF BLOCKING.

5. BRACE TOP OF INTERIOR NON-LOAD-BEARING WALLS WITH 45 DEGREE DIAGONAL 2X6 STUD BRACE NAILED TO THE ROOFFRAMING ABOVE, ATTACH STUD BRACE TO TOP OF WALL WITH (2) 10D NAILS AND SPACE AT 4'-0" O.C. MAXIMUM.

6. ALL DIMENSIONS TO PLUMBING FIXTURES FROM EDGE OF SLAB, UNO.

7. REFERENCE K-101 EQUIPMENT LAYOUT SHEET FOR EQUIPMENT INFORMATION.

8. EXTERIOR WALLS DIMENSIONED TO OUTSIDE FACE OF SHEATHING AND INTERIOR WALLS DIMENSIONED TO EDGE OFFRAMING, TYP. EDGE OF SLAB ALIGNED WITH OUTSIDE FACE OF EXTERIOR SHEATHING, TYP. GRIDLINES ALIGNED WITHOUTSIDE FACE OF SHEATHING / SLAB, TYP.

9. INTERIOR SHEATHING TO EXTEND 6" MIN PAST CEILING AT OFFICE, KITCHEN, AND DRIVE-THRU AREAS.

10. REFERENCE FINISH SCHEDULE FOR WALL / FLOOR FINISH INFORMATION.

A

WOOD STUDSREF STRUCTURAL

5/8" GYPSUMBOARD

B

5/8" EXTERIORRATED PLYWOOD

INTERIOR PARTITION TYPES

WOOD STUDSREF STRUCTURAL5/8" GYPSUMBOARD

C

1/2" OSB

WOOD STUDSREF STRUCTURAL

5/8" GYPSUMBOARD

D

1/2" OSB

WOOD STUDSREF STRUCTURALA6

REFERENCE SIDE

OPPOSITE SIDE

4 - 2x4 WOOD STUD6 - 2x6 WOOD STUD

LETTER INDICATESPARTITION TYPE

NUMBER INDICATESSTUD SIZE

PARTITION LEGEND

11

NUMBER INDICATES STUDHEIGHT (IN FEET).NO NUMBER INDICATESTO DECK/STRUCTURE

INDICATES STUD WALL

INDICATES STUD WALL W/ BATT INSULATION

INDICATES FREEZER OR COOLER PANEL


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1/4" = 1'-0"FLOOR PLAN1

JLIGHTSTRING

JLIGHTSTRING

REFERENCE ELECTRICAL LIGHTING PLANS ANDSCHEDULES FOR ALL LIGHT FIXTURES.

1.

SEE MECHANICAL FOR ALL ELEMENT LOCATIONSAND SIZES (FIELD VERIFY EXISTING).

2.

ALL SUSPENDED CEILING TO HANG FROM ROOFSTRUCTURE.

3.

GENERAL NOTES

ALL REFLECTED CEILING PLAN DIMENSIONS TOFACE OF FINISH, TYP.

4.

COORDINATE LOCATION OF SPRINKLER HEADTO AVOID RETURN AIR PLENUM CONFLICT

5.EXIT LIGHTREF ELECTRICAL

CEILING LEGEND

ACT-111' - 0"

FINISH

HEIGHT

CEILING FINISH ANDHEIGHT TAG INDICATOR

8' - 0" BULKHEAD HEIGHTINDICATOR

4' STRIP FLUORESCENT LIGHTREF ELECTRICAL

ANGLED GOOSENECK LIGHTREF ELECTRICAL

DOME GOOSENECK LIGHTREF ELECTRICAL

EMERGENCY LIGHT FIXTUREREF ELECTRICAL

2X4 RECESSED TROFFER.REF ELECTRICAL

EXTERIOR EGRESS LIGHTREF ELECTRICAL

RECESSED CAN LIGHTREF ELECTRICAL

TRACK LIGHTREF ELECTRICAL

ENTRY PENDANT LIGHTREF ELECTRICAL

WAREHOUSE PENDANTREF ELECTRICAL

CHICKEN BASKET PENDANTREF ELECTRICAL

CEILING FANREF ELECTRICAL

2'X4' ACOUSTICAL CEILING TILE

GYP. BOARD HARD-LID CEILING.PAINTED

SLOT DIFFUSERREF MECHANICAL

SUPPLYREF MECHANICAL

RETURNREF MECHANICAL

EXHAUSTREF MECHANICAL

VANITY LIGHTREF ELECTRICAL

WIRE CAGE PENDANT LIGHTREF ELECTRICAL

LOOKOUT- PAINT

5" HALF ROUND GALVANIZEDMETAL GUTTER & 4" ROUNDDOWNSPOUTS TYP.

TVTV

COORDINATE HEIGHTWITH OWNER

CEDAR SIGNAGEBACKBOARD.COORDINATE SIZEWITH OWNER

PATIO104DINING

102

WAITING/QUEUE101

CASHIER103

DRIVE-THRU105

KITCHEN106

COOLER113

FREEZER112SERVICE YARD

114

OFFICE108

WOMEN110

MEN111

CORRIDOR109

EXPOSED WOOD TRUSS, PAINT TYP

5" HALF ROUND GALVANIZED METALGUTTER & 4" ROUND DOWNSPOUTS TYP.

1X6 WOOD SLAT CEILING.LEAVE 1" GAPS BETWEENSLATS. APPLY BLACK TARPAPER BEHIND SLATSTHROUGHOUT EXCEPT ATAIR PLENUM - FIELD VERIFYEXTENTS. PAINT ALLEXPOSED STRUCTURE,EQUIPMENT, PLENUMBOXES, ETC, FLAT BLACKPRIOR TO INSTALLATION.


FREEZER / COOLERCEILING BY OTHERS

RISER ROOM107

EXPOSED JOIST

PLYWOOD DECKING

PLYWOOD DECKING, PAINT TYP.

1A4.2

_____________________

1A4.2

_____________________

2A4.2

_____________________

2A4.2

_____________________

3A4.2

_____________________

3A4.2

_____________________

4A4.2

_____________________

4A4.2

_____________________

1A4.1

_____________________1

A4.1_____________________

2A4.1

_____________________2

A4.1_____________________

TVTV

TVTV

EXH

AUST

HO

OD

- O

WN

ER S

UPP

LIED

,C

ON

TRAC

TOR

INST

ALLE

D

FIELD VERIFY ALIGNMENTOF LINEAR DIFFUSER TOENSURE CUTTING OFTWO BOARDS

LED MENU SCREENS- BY OTHERS

EXPOSED SPIRAL DUCTREF MECHANICAL

______________10' - 3 3/4"

ST-2

______________9' - 6"ACT-1

______________8' - 0"P-1

______________8' - 0"P-1

______________8' - 0"P-1

7' - 0 1/2"

______________9' - 6"ACT-1

AIR CURTAIN ABOVE DOOR.REF MECHANICAL

______________8' - 0"ACT-1

8' - 0"

EXPOSED WOODTRUSS, PAINT P-1 ATDINING AND P-5 ATPATIO

EXPOSED DECKING,PAINT P-1 AT DININGAND P-5 AT PATIO

6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 2"10' - 8" 2' - 8" 2' - 8"

2' - 6" +/- 10' - 9" 6' - 0" 10' - 2"8' - 7" 5' - 0"

2' - 0" 2' - 0" 4' - 0" 4' - 0" 2' - 0" 2' - 0" 4' - 0" 4' - 0" 2' - 0" 2' - 0" 4' - 0" 3' - 6"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 0" 2' - 0" 4' - 0" 3' - 6"

3' - 5" 4' - 0" 4' - 0" 4' - 0"

7' -

10"

7' -

0"7'

- 0"

3' -

2"

EQ EQ

2' - 1" 5' - 0" 2' - 1"

8' - 0" 8' - 0" 10' - 7"

22' - 0" 6' - 7"

4' - 3" 4' - 3" 13' - 9"

22' - 0" 6' - 7"

8' - 0" 8' - 0" 10' - 7"

9' -

11"

4' -

7"4'

- 7"

4' -

7"4'

- 7"

9' -

11"

AIR CURTAINABOVE WINDOW.REF MECHANICAL

OPEN TOOUTDOORS


7' - 0 1/2"

STEEL BEAM, TYPREF STRUCTURAL

PLYWOODDECKING -PAINT, TYP.

EXPOSEDRAFTER -PAINT, TYP

4' - 6" 4' - 0" 4' - 9"

4' - 0" 4' - 0" 4' - 0"

2' - 10"

1' -

3"2'

- 11

"

4' - 0" 4' - 0"

1' - 10"

1' -

8"2'

- 5"

EQEQ

EQ5'

- 0"

EQ

OUTRIGGER- PAINT

(2) 24X24 EXHAUST GRILLES FOR BAROMETRIC DAMPER.REF MECHANICAL. CENTER BETWEEN LIGHTS ATCORRIDOR AND COORDINATE WITH GYP CEILING FRAMING.

LIGHT STRINGREF ELECTRICAL


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1/4" = 1'-0"CEILING PLAN1

A2.12

A2.1

1

A2.2 2

A2.2

1

SLOPE PERCOOLER MFR

5" HALF ROUND GALVANIZED METALGUTTER & 4" ROUND DOWNSPOUTS, TYP

CONTINUOUS ALUMINUM SNOW GUARD

5" HALF ROUND GALVANIZEDMETAL GUTTER & 4" ROUNDDOWNSPOUTS, TYP

76' - 7" 18' - 0"

8" /

12"

8" /

12"

RIDGE CAP LOW

RIDGE CAP HIGH

5" HALF ROUND GALVANIZED METAL GUTTERAND 4" ROUND DOWNSPOUTS, TYP


5" HALF ROUND GALVANIZEDMETAL GUTTER & 4" ROUNDDOWNSPOUTS, TYP

4' -

4"7"

38' -

2"

7"4'

- 4"

8" /

12"

8" /

12"

GAB

LE

GAB

LE

GAB

LE

1A4.2

_____________________2

A4.2_____________________

3A4.2

_____________________4

A4.2_____________________

1A4.1

_____________________

2A4.1

_____________________

R-PANEL METAL ROOF1" / 12"

MECHANICALEQUIPMENT.COORDINATE WITHMEP DRAWINGS

CONTINUOUS ALUMINUMSNOW GUARD


1 6

B

A

D

48' -

0"

3' -

10"

DRIVE THRU ROOF

R-PANEL METAL ROOF

WALKWAY PADSADJACENT TO ALLSIDES OF EQUIPMENTOVER COOLER

STEEL BEAM, TYP.REF STRUCTURAL

23' - 6" 14' - 1 1/2"

4" /

12"

5A4.4

________________________________

LINE REPRESENTS OUTSIDE EDGE OF WALL SHEATHING

LINE REPRESENTS EDGE OF ROOF SHEATHING

CENTER LINE OF BEAM

CENTER LINE OF BEAM

+/- 2' - 0"

+/- 4

' - 4

"

+/- 4

' - 2

"

+/- 6" +/- 6"

+/- 4

' - 4

"

+/- 2' - 0"

+/- 20' - 0"

CEN

TER

LIN

E O

F C

OLU

MN

+/- 3

' - 1

1"+/

- 3' -

11"

+/- 2' - 4"

+/- 4

' - 4

"

+/- 5

' - 4

"

+/- 4

' - 4

"

DOWNSPOUT LOCATED BETWEENDINING AREA WINDOWS

DOWNSPOUTS LOCATED +/- 2'-0" FROMEDGE OF FULL-HEIGHT BRICK WALL


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1/4" = 1'-0"ROOF PLAN1

8"

12"

8"

12"

GUARDRAIL (R1)REF /9 A5.4

BRICK VENEER -RUNNING BOND

B


CONTINUOUS ALUMNINUMSNOW GUARD

HARDBOARD TRIM -PAINTED P-1

COLUMN - PAINTED P-5.REF STRUCTURAL

HARDBOARD LAP SIDING - PAINTED P-5

CEDAR SIGNAGEBACKBOARD BY OWNERREF

1A4.1

_____________________2A4.1

_____________________

9' -

0"

9' -

0"

5' - 4 1/4" 17' - 0 1/2"

BA D

R-PANEL METAL ROOF

100' - 0"

FINISH FLOOR

TV BY OWNER, TYP

10' -

6"

FLASH AND TRIM PORTIONOF WALL BETWEN BUILDINGAND DRIVE-THRU ROOFS

4"

12"

TBE BUILDING110' - 4 1/2"

8' -

10"

110' - 0"

TBE PATIO

9' -

0"

6"

102A

124' - 9"

TO BUILDING ROOF

121' - 4 1/2"

TO PATIO ROOF

/11 A5.1

MECHANICAL SCREEN - SEALED

BRICK VENEER - RUNNING BOND

5" HALF ROUND GALVANIZED METALGUTTER & 4" ROUND DOWNSPOUTS, TYP.

CONTINUOUS ALUMNINUM SNOWGUARD.

EXPOSED TRUSS - PAINT P-5


RIDGE CAP HIGH

R-PANEL METAL ROOF

RIDGE CAP LOW

C A A

F

HARDBOARD TRIM - PAINTED P-1

GUARDRAIL (R1).REF /9 A5.44" PIPE BOLLARD FILLED

WITH CONCRETE TYP.FIELD VERIFY SPACING

1A4.2

_____________________2

A4.2_____________________

3A4.2

_____________________4

A4.2_____________________

1 5 62

100' - 0"FINISH FLOOR

10' -

9"

MECHANICAL EQUIPMENT, REF MEP

GC TO FIELD-COORDINATELIGHTING LOCATIONS WITHADJACENT SIGNAGE

TYP

8' -

1"

TYP

9' -

3"

DRIVE THRU ROOF.

TYP

7' -

10"


110' - 0"

TBE PATIO

102B

104A

124' - 9"

TO BUILDING ROOF

121' - 4 1/2"

TO PATIO ROOF

GC TO FIELD-COORDINATELIGHTING LOCATIONS WITHADJACENT SIGNAGE

TYP

8' -

1"

EQ EQ


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1/4" = 1'-0"NORTH ELEVATION2

1/4" = 1'-0"EAST ELEVATION1

10' -

9"

WOOD POST -PAINTED P-5REF STRUCTURAL

GUARDRAIL (R1)REF /9 A5.4

EXPOSED TRUSS -PAINTED P-5

CONTINUOUSALUMNINUMSNOW GUARD

RIDGE CAP LOW

R-PANELMETAL ROOF

RIDGE CAP HIGH


A A A A A

E

A



128

MECHANICAL SCREEN- SEALED

MECHANICAL EQUIPMENTREF MEP


1A4.2

_____________________2

A4.2_____________________

3A4.2

_____________________4

A4.2_____________________

EQ EQ

146 3

FINISH FLOOR100' - 0"



TYP

6' -

7"

TBE BUILDING110' - 4 1/2"110' - 0"

TBE PATIO

101

104B

124' - 9"

TO BUILDING ROOF

121' - 4 1/2"

TO PATIO ROOF

121' - 4 1/2"

TO PATIO ROOF

TYP

7' -

10"

8' -

10"

LIGHT FIXTURE ON WALLABOVE ENTRANCE DOOR.REF ELECTRICAL

8"

12"

1A4.1

_____________________ 2A4.1

_____________________


HARDBOARD LAPSIDING - PAINTED P-5

5" HALF ROUNDGALVANIZED METALGUTTER & 4" ROUNDDOWNSPOUTS TYP.


R-PANEL METAL ROOF

MECHANICALSCREEN - SEALED

EXHAUST FANREF MECHANICAL

B AD

100' - 0"

FINISH FLOOR

10' -

9"

MECHANICALEQUIPMENTREF MEP

FLASH AND TRIM PORTIONOF WALL BETWEN BUILDINGAND DRIVE-THRU ROOFS

4"

12"


9' -

0"

6"

124' - 9"

TO BUILDING ROOF


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1/4" = 1'-0"WEST ELEVATION1

1/4" = 1'-0"SOUT ELEVATION2

2-DOOR REACH-IN COOLER

4' -

7 1/

2"

1X6 WOOD PLANKS - STAINED ST-2- OVER BULKHEAD WALL. PROVIDE1" GAPS BETWEEN BOARDS. PAINTSUB-STRUCTURE FLAT BLACK


SEE CABINETRYDETAILS FORFRONT COUNTERINFORMATION

1X10 PINE - STAINED ST-1

1X CAP -STAINED ST-1

1X6 WOOD PLANKS -STAINED ST-2 - OVER 4X4POSTS. PROVIDE 1" GAPSBETWEEN BOARDS

REMOVABLE PLANK(S) TOACCCESS COOLER. FIELDVERIFY SIZE AND LOCATION

LED MENU SCREENS - BY OTHERS

2 DOOR REACH-IN COOLER

4' -

7 1/

2"

6' -

11 1

/2"

10' -

3 3

/4" 1X10 PINE -

STAINED ST-1

LED MENU SCREENS - BYOTHERS


SEE CABINETRYDETAILS FOR FRONTCOUNTER INFORMATION

1X6 WOOD PLANKS -STAINED ST-2 - OVER 4X4POSTS. PROVIDE 1" GAPSBETWEEN BOARDS

6' -

11 1

/2"

3' -

4 1/

4"

10' -

3 3

/4"

LED MENU SCREENS - BYOTHERS

FRP-1

GC TO COORDINATEBROOM CLOSETHANGAR LAYOUT

SEE CABINETRYDETAILS FOR FRONTCOUNTER INFORMATION


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2015-01-23




1/2" = 1'-0"ORDERING STATION1 1/2" = 1'-0"

ORDERING STATION2 1/2" = 1'-0"ORDERING STATION3

1/2" = 1'-0"ORDERING STATION4ORDERING STATION AXON5

HANDSINK

SD-2

SD-1

POS

FRP-1

WATER FILTRATIONSYSTEMREF PLUMBING

SEE CABINETRYDETAILS FORDRIVE-THRUCOUNTERINFORMATION

4' - 5"

POS

SD-1

POS

FRP-1

AIR CURTAIN

SEE CABINETRY DETAILS FORDRIVE-THRU COUNTERINFORMATION

OPENCASED OPENINGREF

7' -

0 1/

2"

CASED OPENING WITHSTAINLESS STEELHEAD, JAMB, AND SILL

SEMI-RECESSED FIREEXTINGUISHER

LED MENU SCREENS -BY OTHERS

POS

/1 A5.5

G

FRP-1


AIR CURTAIN

SEE CABINETRYDETAILS FORDRIVE-THRUCOUNTERINFORMATION

6' -

7"2'

- 0"

2' - 5 1/8" 4' - 0" 4' - 0" 4' - 0" 3' - 5"

17' - 10 1/8"

FALSE WALL CHASE -1X10 PINE - STAINED ST-1- W/ 2X6 SUBSTRUCTURE DRINK STATION GRAPHIC PER

CURRENT CORPORATE STANDARDS

7A5.2

________________________________


3' -

2"1'

- 5

1/2"

T-11

A5.2________________________________

SEE CABINETRY DETAILSFOR DRINK COUNTERINFORMATION

TELEVISION (N.I.C.)

FALSE WALL CHASE -1X10 PINE - STAINED ST-1- W/ 2X6 SUBSTRUCTURE

_______A5.2

7

1X10 PINE -STAINED ST-1

4' -

7 1/

2"

T-1

1A5.2

________________________________

SEE CABINETRY DETAILSFOR DRINK COUNTERINFORMATION

2' -

6 1/

2"6'

- 11

1/2

"

OPENFRP1

ICE BIN


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2015-01-23




1/2" = 1'-0"DRIVE-THRU STATION3 1/2" = 1'-0"

DRVE-THRU STATION2 1/2" = 1'-0"DRIVE-THRU STATION1

1/2" = 1'-0"DRINK STATION5 1/2" = 1'-0"

DRINK STATION4 1/2" = 1'-0"DRIVE-THRU STATION7


TBE110' - 4 1/2"

1A4.2

_____________________2

A4.2_____________________

3A4.2

_____________________

4A4.2

_____________________

_______A4.3

4

_______A4.3

3

_______A4.3

2

PATIO104

DINING102

KITCHEN106

KITCHEN106

FREEZER112

SERVICE YARD114

16

104A

102B


TBE110' - 4 1/2"

1A4.2

_____________________2

A4.2_____________________

3A4.2

_____________________4

A4.2_____________________

PATIO104

DINING102

WAITING/QUEUE101

CORRIDOR109

WOMEN110

KITCHEN106

SERVICE YARD114

_______A4.4

2_______A4.4

3

_______A5.1

1

1 6

SIM

128

OH

104B

101108


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2015-01-23




1/4" = 1'-0"BUILDING SECTION2

1/4" = 1'-0"BUILDING SECTION1


1A4.1

_____________________2

A4.1_____________________

_______A4.3

6

RISER ROOM107

SERVICE YARD114

FREEZER112

COOLER113

B AD

109' - 0"TOS

RECESS FREEZER FLOOR TO BEFLUSH WITH COOLER FLOOR .REF STRUCTURAL

106


TBE110' - 4 1/2"

1A4.1

_____________________ 2A4.1

_____________________

_______A4.3

1

OFFICE108

KITCHEN106

KITCHEN106

_______A5.1

1OH

B AD


TBE110' - 4 1/2"

1A4.1

_____________________2

A4.1_____________________

WAITING/QUEUE101

CASHIER103

DRIVE-THRU105

_______A4.4

1

_______A4.4

4

B AD


TBE110' - 4 1/2"

1A4.1

_____________________

2A4.1

_____________________

_______A4.3

5

_______A5.1

1SIMOH

BD

102A

DINING102


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2015-01-23




1/4" = 1'-0"BUILDING SECTION1 1/4" = 1'-0"

BUILDING SECTION2

1/4" = 1'-0"BUILDING SECTION3 1/4" = 1'-0"

BUILDING SECTION4

FOUNDATIONREF STRUCTURAL

4X4 HSS POSTSET IN CONCRETEREF STRUCTURAL

SEALED 2X6 BOARDS .PROVIDE 1" GAPBETWEEN BOARDS.


10' -

9"

SERVICE YARD

114

SLOPE GRADE AWAYFROM BUILDING

STEEL BEAMREF STRUCTURAL

9' -

0"

2"

SEALED 2X6 SPACERBETWEEN POST ANDBOARDS.

_______A5.415

_______A5.416

AT HSS COLUMN

AT XS COLUMN

PLYWOOD DECKING- PAINTED P-5 AT EXTERIORREF STRUCTURAL

TBE112' - 4 1/2"

_______A5.1

8OH

_______A5.413

R-19 BUILDING INSULATION

5/8" GYPSUM BOARD- SEE ROOM FINISH SCHEDULE

TREATED BOTTOM PLATEWITH ANCHOR BOLT -REF. STRUCTURAL

FREEZER / COOLER WALL - BY OTHERS

FOOTING - REF. STRUCTURAL

OSB SHEATHING- REF. STRUCTURAL

2x6 STUD WALL - REF. STRUCTURAL

BUILDING WRAP

OUTRIGGER- PAINTED P-5 AT EXTERIORREF STRUCTURAL


COOLER

113

KITCHEN

106

T.O.F.REF STRUCTURAL

EXHAUST FANREF MECHANICAL

STEEL COLUMNREF STRUCTURAL

STEEL BEAMREF STRUCTURAL

DUCTREF MECHANICAL

GC TO COORDINATEINTERMEDIATESUPPORTS FORMECHANICALEQUIPMENT

METAL FLASHING

SEALANT

9' -

0"

1

+/- 2' - 0"

_______A5.1

8

_______A5.1

1

_______A5.5

8

SIM


9' -

3"


TBE112' - 4 1/2"

HARDBOARD LAP SIDING -PAINTED P-5

BUILDING WRAP

PRE-FINISHED METALR-PANEL

ROOF STRUCTUREBEYOND - PAINT P-5

OUTRIGGER BEYOND - REFSTRUCTURAL - PAINT P1 ATDINING AND P-5 AT EXTERIOR


2x6 STUD WALL -REF STRUCTURAL

1/2" OSB SHEATHING

6

DINING

102

1X10 PINE OVER 1/2" OSBSHEATHING - STAINED ST1.

+/- 2' - 0"

PLYWOOD DECKING -PAINTED P-1 ATDINING AND P-5 ATEXTERIOR/PATIO

2A5.1

________________________________


RISER ROOM107

SERVICE YARD

114

MECHANICAL EQUIPMENTREF MECHANICAL

1

_______A5.1

5

_______A5.1

1

_______A5.1

4

5/8" GYPSUM BOARD -SEE ROOM FINISHSCHEDULE

R-19 BUILDINGINSULATION

BRICK VENEER- RUNNING BOND

SIGNAGE


OFFICE

108

10' -

6"

SIM


TBE110' - 4 1/2"

D

REF CIVIL FORLANDSCAPING EXTENTS

± 4' - 4" TYP

_______A5.1

1

_______A5.1

5

CEMENT FIBERBOARDTRIM - PAINTED P-1

5" HALF RND GALVANIZEDMETAL GUTTER & 4" RNDDOWNSPOUTS, TYP.


TBE110' - 4 1/2"

10' -

4 1

/2"

7' -

2"7

1/4"

2' -

7 1/

4"

1/2" OSB SHEATHING


SIM


D

DINING

102

± 4' - 4" TYP


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WALL SECTIONS

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1/2" = 1'-0"EXTERIOR WALL SECTION2 1/2" = 1'-0"

EXTERIOR WALL SECTION3 1/2" = 1'-0"EXTERIOR WALL SECTION4

1/2" = 1'-0"EXTERIOR WALL SECTION6



TBE110' - 4 1/2"

BATT INSULATION

3-COMP SINK

5/8" GYPSUM BOARD -PAINTED P-1. SEE ROOMFINISH SCHEDULE

5/8" EXTERIOR RATEDPLYWOOD - SEEFINISH SCHEDULE

2X4 SUSPENDEDACOUSTICAL TILE

PRE-MANUFACTUREDWOOD TRUSS


3X6 SUBWAY TILE

2X6 JOISTSREF STRUCTURAL

8' -

0 5/

8"5

1/2"

KITCHEN

106

WOMEN

110

2X4 SUSPENDEDACOUSTICAL TILE



1X6 WOOD PLANKS - STAINEDST-2 -OVER 4X4 POSTS.PROVIDE 1" GAPS BETWEENBOARDS. PAINT SUBSTRUCTURE FLAT BLACK

1X6 WOOD PLANKS - STAINEDST-2 - OVER BULKHEAD WALL .PROVIDE 1" GAPS BETWEENBOARDS. PAINT SUB-STRUCTURE FLAT BLACK

6' -

11 1

/2"

3/4" PLYWOOD TOSTRUCTURE ABOVE

3/4" PLYWOOD DECK- STAINED ST2 ATBOTTOM AND EDGES

2X4 STUDS

FRP-1

2X6 BLOCKING BETWEENCEILING JOISTS @ 2'-0" O.C.FIELD VERIFY SPACING

9A5.2

________________________________

TBE110' - 4 1/2"

CASHIER

103

DRIVE-THRU

105


_______A5.2

6

_______A5.1

3

_______A5.1

1

CEMENT FIBERBOARDTRIM - PAINTED P-1

5/8" GYPSUM BOARD - SEEROOM FINISH SCHEDULE


6' -

10"

TBE110' - 4 1/2"

OHSIM


6" M

IN

6"

LIGHT FIXTUREREF ELECTRICAL

(3) LVL'S -REF STRUCTURAL

LAY-IN CEILING - SEEROOM FINISH SCHEDULE

2X4 WOOD STUDS

(2) 2X6 WOOD HEADERS

1/2" PLYWOOD SPACERBETWEEN HEADERS

8' -

0"

AB

DRIVE-THRU

105

9' -

0"

8' -

1"

10' -

1"

+/- 4' - 2"

_______A5.1

7


10' -

0"

4 1/

2"

6 x 6 PRESSURE TREATEDWOOD POST- PAINTED P-5REF STRUCTURAL

TBE110' - 4 1/2"

6A5.1

________________________________

FROM CENTER OF COLUMN

+/- 3' - 11"

TBE110' - 4 1/2"

_______A5.2

5

5/8" GYPSUM BOARDCEILING - PAINTED P-1.SEE ROOM FINISHSCHEDULE

BATT INSULATION


CORRIDOR

109

WAITING / QUEUE

110

1/2" OSB SHEATHING


2X6 JOISTSREF STRUCTURAL

8' -

0 5/

8"5

1/2"


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WALL SECTIONS

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2015-01-23




1/2" = 1'-0"INTERIOR WALL SECTION3 1/2" = 1'-0"

INTERIOR WALL SECTION4 1/2" = 1'-0"EXTERIOR WALL SECTION1


1/2" = 1'-0"INTERIOR WALL SECTION2

PRE-FINISHED METAL R-PANEL ROOF


ICE AND WATER SHIELD

5" HALF ROUND GALVANIZEDMETAL GUTTER & 4" ROUNDDOWNSPOUTS, TYP.

EXPOSED WOODTRUSS - PAINTED P-5

PLYWOOD DECKING - PAINTED P-5REF STRUCTURAL

(3) LVL'S - PAINTED P-5REF STRUCTURAL

GUTTER STRAP PERMANUFACTURERSRECOMMENDATION


+/- 3' - 11" TYP

4"12"

4" H-SHIELD NB INSULATION PANEL

DOUBLE 2X TOP PLATE - REF. STRUCTURAL

2X BLOCKING

CONTINUOUS SEALANT

EXPOSED PLYWOOD DECKING - PAINT P-5REF STRUCTURAL

EXPOSED RAFTER - PAINT P-5

TAPER INSULATION PANELAT AWNING INTERSECTION

PLATE LINE110' - 4 1/2"

PRE-FINISHED METAL R-PANEL


8"12"

BATT INSULATION


AB

± 4' - 2"

9A5.1

________________________________

CONTINUOUS CLEAT

1X FASCIA - PAINT P-1

2X TRIM BOARD MATCH TOPCHORD OF TRUSS - PAINT P-1

HARDBOARD LAP SIDING- PAINTED P-5



PRE-FINISHED METAL R-PANEL

OUTRIGGER BEYOND -PAINT P-5 AT EXTERIORREF STRUCTURAL

DOUBLE 2X TOP PLATE -REF STRUCTURAL

1X4 TRIM - PAINT P-1


BLOCKING AS REQUIRED


GRID

± 2' - 0" TYP

BRICK VENEER - RUNNING BOND

2x6 STUDS. REF STRUCTURAL


BUILDING WRAP



INTERIOR WALL FINISHAS SCHEDULED

OSB SHEATHING - REF STRUCTURAL

TREATED BOTTOM PLATE WITHANCHOR BOLT - REF STRUCTURAL

GALVANIZED ADJUSTABLE BRICKTIES 16" O.C. VERT AND HORIZ

40 MIL. PLASTIC BASE FLASHING& WICK FILLED WEEPS 32" O.C.

4" CMU BELOW GRADEGROUT FILLED SOLID

CONTINUOUS METAL FLASHING

SEALANT

CONCRETE SLABREF STRUCTURAL

2" @

DR

IVE

THR

U4"

TYP

ICAL

2' -

8"

SOLID GROUT

FLOOR BASE AS SCHEDULED

FLOOR FINISH AS SCHEDULED

2" AIR SPACE

BRICK CAPSTONE EMBEDDED INGROUT - ROWLOCK COURSE

MORTAR NET

12°

2' -

2 1/

4"5

3/4"

TOFREF STRUCTURAL

SLOPE GRADE AWAYFROM BUILDING

CONCRETE FOUNDATIONREF STRUCTURAL

GRID





2X FASCIA BOARD WITHBEVELED TOP - PAINTED P-1

PLYWOOD DECKING- PAINT P-5 AT EXTERIORREF STRUCTURAL

GUTTER STRAP PERMANUFACTURERSRECOMMENDATION

5" HALF ROUND GALVANIZEDMETAL GUTTER & 4" ROUNDDOWNSPOUTS TYP

EXPOSED TRUSS - PAINT P-5 AT EXTERIORREF STRUCTURAL

PLYWOOD DECKING.- PAINTED P-5 AT EXTERIORREF STRUCTURAL

BLOCKING AS REQUIRED

RAFTER -REFSTRUCTURAL 2X6 STUD WALL

REF STRUCTURALJOIST HANGARSREF STRUCTURAL

DOUBLE 2X4 TOP PLATE.REF STRUCTURAL

RBE (BOTTOM)109' - 8"


BUILDING WRAP


2x4 STUD WALL - REFSTRUCTURAL

1/2" OSB SHEATHING

BATT INSULATIONBETWEEN JOISTS

2X10 LEDGERSREF STRUCTURAL

FLASHING PER MFRRECOMMENDATIONS

CAULK

FLASHING PER MFRRECOMMENDATIONS




BUILDING WRAP


1/2" OSB SHEATHING


6' - 0"

2X10 BLOCKING RBE (TOP)110' - 1 3/4"

PLYWOOD DECKING.REF STRUCTURAL

1

HARDBOARD TRIM- PAINTED P-1


4" H-SHIELD NBINSULATION PANEL


EXPOSED TRUSS -PAINT P-5 AT EXTERIORREF STRCUTURAL

DOUBLE 2X TOP PLATE -REF STRUCTURAL

1X TRIM - PAINTED P-1

TBE110' - 4 1/2"

BRICK VENEER -RUNNING BOND 2x6 STUDS. REF STRUCTURAL

BUILDING WRAPR-19 BUILDING INSULATION


OSB SHEATHING -REF STRUCTURAL

GALVANIZED ADJUSTABLE BRICKTIES 16" O.C. VERT AND HORIZ

2" AIR SPACE

2X BLOCKING

PLYWOOD DECKING.- PAINTED P-5 AT EXTERIORREF STRUCTURAL

B

CEMENT FIBERBOARDLAP SIDING - PAINTED P-5

TYVEK COMMERCIALBUILDING WRAP


2x6 STUD WALL -REF. STRUCTURAL

1/2" OSB SHEATHING

CEMENT FIBERBOARDTRIM - PAINTED P-1.SEAL ALL TRIM JOINTS,TYP

CAULK AT ALL TRIMJOINTS, TYP

2" AIR SPACE

BRICK VENEER

2X BLOCKING



EXPOSED WOOD TRUSS - PAINTEDP-5 - REF STRUCTURAL

PLYWOOD DECKING -PAINTED P-5

(3) LVL'S - PAINTED P-5REF STRUCTURAL

EXPOSED DROP TOP CHORDWOOD TRUSS - PAINTED P-5REF STRUCTURAL

OUTRIGGER BEYOND - PAINTED P-5REF STRUCTURAL


± 2' - 4"

2X TRIM BOARD MATCHTOP CHORD OF TRUSS- PAINT P-1

DOUBLE 2X TOP PLATEREF STRUCTURAL

CONTINUOUS SEALANT

WOOD RAFTER - REFSTRUCTURAL

PRE-FINISHED METALR-PANEL


GRID

± 6"

CONTINUOUS METAL FLASHING1X WOOD TRIM PANEL - PAINTEDCONTINUOUS SEALANT

WOOD TRUSS - REFSTRUCTURAL

PLYWOOD DECKINGREF STRUCTURAL

BATT INSULATION

OUTRIGGER - PAINTED P-5REF STRUCTURAL

SIGN - COORD.W/ OWNER

2X4 SIGN BACKERSLATS - PAINTED P-5.REF STRUCTURAL

2x4 MEMBERS - PAINTED P-5REF STRUCTURAL

DROPPED TOP CHORDWOOD TRUSS PER MFR.- PAINTED P-5

BRACING AT EA. MEMBER -PAINTED P-5REF STRUCTURAL

2X BLOCKING BETWEENEA. OUTRIGGER- PAINTED P-5

2X6 CEDAR BOARDS -SEALED. PROVIDE 1"GAP BETWEEN BOARDS.

4' -

9 1/

2"

EQ3'

- 6

1/2"

EQ

B.O. SIGN+/- 110' - 6"


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DETAILS -EXTERIOR

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1" = 1'-0"ROOF DETAIL7



1" = 1'-0"WAINSCOT DETAIL1




1" = 1'-0"WALL CORNER DETAIL10


1" = 1'-0"ROOF DETAIL9 1" = 1'-0"

PATIO SIGNAGE DETAIL11

/4 A5.2

/3 A5.2

REF

PLA

NS

FOR

WAL

LC

ON

STR

UC

TIO

N

SEAMLESS EPOXYFLOORING WITHINTEGRAL COVE

"J" MOLD ANDSEALANT

FRP-1

EPOXY FLOORING

HEAVY DUTYTRANSITION STRIPPOLISHED

CONCRETE

REF

PLA

NS

FOR

WAL

LC

ON

STR

UC

TIO

N

SEAMLESS EPOXYFLOORING WITHINTEGRAL COVE

EDGE AND SEALANT

STAINLESS STEELPANEL BY HOODMANUFACTURER

1X6 WOOD PLANKS - STAINEDST-2. PROVIDE 1" GAPSBETWEEN BOARDS. PAINTSUB STRUCTURE FLAT BLACK

3/4" PLYWOOD


2X4 WOOD FRAMING

4X4 WOOD POST BEYOND

1/2" PLYWOOD SPACERFRP-1

3/4" PLYWOOD DECK- STAINED ST2 ATBOTTOM AND EDGES

1/2" OSB - SEE ROOMFINISH SCHEDULE


2X4 WOOD FRAMING

5/8" GYPSUM BOARD CEILING -SEE ROOM FINISH SCHEDULE


1/2" PLYWOOD SPACER

2X6 JOISTS. REF STRUCTURAL

1/2" OSB - SEE ROOMFINISH SCHEDULE

(2) 2X12 WOODHEADERS

2X4 WOODFRAMING1/2" PLYWOODSPACER

1X10 PINE -STAINED ST-1

2X6 CEILING JOISTS @ 8'-0" O.C.- FIELD VERIFY SPACING

2X6 BLOCKING BETWEENCEILING JOISTS @ 2'-0" O.C.FIELD VERIFY SPACING

1X6 WOOD SLAT CEILING - REF REFLECTEDCEILING PLAN AND FINISH SCHEDULE

BLACK TAR PAPER ABOVE SLATSTHROUGHOUT CEILING EXPECTUNDER RETURN PLENUM - REFCELING PLAN AND FINISH SCHEDULE

LUS26 JOIST HANGARS


5/8" PLYWOODSHEATHING

DINING

102

1' -

5 1/

2"5"

2' -

9"

5/8" WATER-RESISTANTGYPSUM BOARD

BACKSPLASH

1/2" OSB SHEATHING

3X6 SUBWAY TILE1X6 WOOD SLAT CEILING -REF REFLECTED CEILINGPLAN AND FINISH SCHEDULE

PRE-MANUFACTUREDWOOD TRUSS BEYOND

TBE112' - 4 1/2"

BLOCKINGAS REQUIRED

2X4 WOOD STUDS

BATT INSULATION

1/2" OSB - SEE ROOM FINISHSCHEDULE


2X6 CEILING JOISTS @ 8'-0" O.C.- FIELD VERIFY SPACING


2X6 WOODSUBSTRUCTURE

REF MEP FORCONDUITS / LINESWITHIN WALL CHASE

1/2" OSB SHEATHING



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DETAILS -INTERIOR AND

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FINISH LEGENDKEY MATERIAL MANUFACTURER FINISH/STYLE SPECIFICATIONS LOCATION MATERIAL NOTES

ACT-1 SUSPENDED ACOUSTICAL TILE ARMSTRONG OR APPROVED EQUAL WHITE - WASHABLE LAY-IN KITCHEN ZONE 672 - 2x4 SQUARE LAY-IN BACK OF HOUSE ---DG-1 CUSTOM DOOR GRAPHIC SLIM CHICKENS CORPORATE OFFICE COORDINATE CURRENT BRAND STANDARD CUSTOM RESTROOM DOORS SUBMIT SAMPLES FOR APPROVAL PRIOR TO CONSTRUCTIONF-1 POLISHED CONCRETE TO BID RAW CONCRETE --- FRONT OF HOUSE ---F-2 EPOXY FLOORING POLYCRETE MDB DUR-A-FLEX 3/16" THICK WITH 6" WALL BASE - RED BACK OF HOUSE PROVIDE "SHARK GRIP" ADDITIVE BY H&C CONCRETE PRODUCTSF-3 BROOM FINISHED CONCRETE TO BID RAW CONCRETE --- PATIO, SERVICE YARD, RISER ROOM, COOLER, SIDEWALKS SEAL CONCRETE AT PATIO AND COOLERFRP-1 FIBERGLASS REINFORCED PANEL MARLITE OR APPROVED EQUAL P100 WHITE --- BACK OF HOUSE PROVIDE MANUFACTURERS STANDARD PVC CORNER GUARDS. SUBMIT SAMPLES FOR APPROVAL PRIOR TO CONSTRUCTION.

INSTALL ABOVE BASE. REFP-1 PAINT BEHR MATTE FINISH PREMIUM PLUS ULTRA - WHITE EXPOSED DINING ROOM CEILING AND HARDBOARD TRIM INTERIOR PAINT AT DINING CEILING AND EXTERIOR PAINT AT HARDBOARD TRIMP-2 PAINT BEHR EGGSHELL ENAMEL PREMIUM PLUS ULTRA - WHITE ALL WOOD WINDOW, DOOR, AND CASED OPENING TRIM / OFFICE INTERIOR PAINTP-3 PAINT BEHR SEMI-GLOSS ENAMEL PREMIUM PLUS ULTRA - BLACK HOLLOW METAL DOOR FRAMES ---P-4 PAINT DRYVIT MONASTERY BROWN --- DUMPSTER ENCLOSURE ---P-5 PAINT SHERWIN WILLIAMS MATTE FINISH A-100 EXPOSED PATIO CEILING AND HARDBOARD EXTERIOR PAINT - TINTED TO MATCH BENJAMIN MOORE IRON GREYPL-1 PLASTIC LAMINATE WILSONART SOFTGRAIN FINISH WITH AEON SKYLINE WALNUT - 7964 FRONT OF HOUSE ---PL-2 PLASTIC LAMINATE WILSONART MATTE FINISH BLACK - 1595 BACK OF HOUSE ---PL-3 PLASTIC LAMINATE --- MATTE FINISH WHITE DRINKWALL CABINET INTERIOR ---SS-1 SOLID SURFACE WILSONART 1/2" THICK W/ 1 1/2" THICK BULLNOSE PARIS FOG - 9110CS FRONT OF HOUSE AND RESTROOMS ---ST-1 STAIN TBD PICKLED AND WHITE WASHED WITH MMS MILK PAINT CUSTOM 1X10 PINE PLANKS @ WAITING/QUE, CASHIER, & DINING PROVIDE MOCK-UP AT INCONSPICUOUS LOCATION. MOCK-UP MUST HAVE CORPORATE APPROVAL PRIOR TO FINISH OUT.ST-2 STAIN MINWAX WOOD FINISH EBONY - 2718 1X6 PINE @ WAITING/QUE & CASHIER PROVIDE MOCK-UP AT INCONSPICUOUS LOCATION. MOCK-UP MUST HAVE CORPORATE APPROVAL PRIOR TO FINISH OUT.ST-4 STAIN VARATHANE MATTE SOFT TOUCH POLYURETHANE CLEAR BACK OF HOUSE DOORS ---T-1 SUBWAY TILE ROCA TILE GROUP POLISHED 3x6 - SNOW WHITE RESTROOMS / DINING ACCENT WALL APPLY SEALANT AT ALL FLOOR/WALL JOINTSTG-1 TILE GROUT POLYBLEND UNSANDED GROUT #19 PEWTER --- ---

ROOM SCHEDULEROOM # ROOM NAME FLOOR FINISH BASE FINISH CEILING FINISH WALL FINISH COMMENTS101 WAITING/QUEUE F-1 --- ST-2 ST-1 / ST-2 ---102 DINING F-1 --- P-1 ST-1 SUBWAY TILE AT DRINKWALL. REF INTERIOR ELEVATIONS103 CASHIER F-1 --- ST-2 ST-1 / ST-2 ---104 PATIO F-3 --- P-1 --- CONTRETE AT PATIO TO BE SEALED105 DRIVE-THRU F-2 INTEGRAL COVE ACT-1 FRP-1 ---106 KITCHEN F-2 INTEGRAL COVE SCT-1 FRP-1 / STAINLESS STEEL STAINLESS STEEL PANELS FULL HEIGHT AT EXHAUST HOOD. INSTALL ABOVE BASE. REF107 RISER ROOM F-3 --- EXPOSED TRUSS / PAINTED --- ---108 OFFICE F-2 INTEGRAL COVE ACT-1 P-2 ---109 CORRIDOR F-1 --- P-1 BARN WOOD LOCALLY ACQUIRED BY CONTRACTOR. APPROVED BY CORPORATE OFFICE.110 WOMEN F-1 --- P-1 T-1 / P-1 REF ELEVATIONS FOR TILE EXTENTS111 MEN F-1 --- P-1 T-1 / P-1 REF ELEVATIONS FOR TILE EXTENTS112 FREEZER PANEL BY MFR --- PANEL BY MFR PANEL BY MFR ---113 COOLER F-3 --- PANEL BY MFR PANEL BY MFR CONTRETE AT COOLER TO BE SEALED114 SERVICE YARD F-3 --- --- --- ---200 EXISTING DUMPSTER ENCLOSURE --- --- --- P-4 ---

NOTE: ALL MATERIAL SUBSTITUTIONS PROPOSED BY GENERAL CONTRACTORS MUST HAVE CORPORATE APPROVAL PRIOR TO SUBMISSION OF PROPOSAL. CONTRACTORS SUBMITTING PROPOSALS WITH MATERIALS OTHER THAN THOSE LISTED ABOVE DO SO AT THEIR OWN RISK.

6" = 1'-0"EPOXY BASE DETAIL3 6" = 1'-0"

CONCRETE TO EPOXY - TYP2 6" = 1'-0"EPOXY BASE DETAIL4

1" = 1'-0"BULKHEAD DETAIL6

1" = 1'-0"BULKHEAD DETAIL8 1" = 1'-0"

BULKHEAD DETAIL9

1" = 1'-0"1DRINKWALLSECTION DETAIL

1" = 1'-0"CEILING DETAIL5

1" = 1'-0"WALL CHASE DETAIL7

CLEAR

5' - 0"

MEN111

WOMEN110

CORRIDOR109

2' -

0"

12" MIN

1' - 7" 5' - 2"

1' - 7" 5' - 2"

2' -

0"2'

- 0"

CLEAR

5' - 0" 1' - 9"

M-1SD-2SD-1PT-1

M-1SD-2

SD-1PT-1

GB-2

GB-1TT-1

GB-2

GB-1TT-1

60" DIA., TYP

30"X48"CLEAR, TYP

D

2' -

5 1/

2"4'

- 10

"

3' - 1 1/2"

FNR-1

6- A5.3

7- A

5.3

8- A5.3

9- A

5.3

4- A5.3

3- A

5.3

2- A5.3

5- A

5.3

2' - 6"

2' - 6"

CH-1

CH-1

4' -

9"

8' -

6 3/

4"

GB-3

GB-3

3' -

4" M

AX

MINIMUM 18"x36"MIRROR -REFERENCEINTERIORELEVATIONS

2' -

10" M

AX

DIS

TAN

CE

TO D

ISPE

NSE

R

4' -

0" M

AXPROVIDE INSULATEDPIPE WRAP ON ALLEXPOSED PIPING

DIS

TAN

CE

TO D

ISPE

NSE

R

4' -

0" M

AX

4' -

0"

REF

ELE

C1'

- 3"

MIN

OUTLETS OROTHER CONTROLS

COAT HOOK

REC

OM

MEN

DED

3' -

4"

SIGN

XXXXXXXXXXXX

B.O

. BO

TTO

MLI

NE

OF

TEXT

B.O

. TO

P LI

NE

OF

TEXT

48" M

IN

60" M

AX

9"

(TO

FE

HAN

DLE

)

4' -

0" M

AX

SEMI-RECESSED FIREEXTINGUISHER CABINET(IF APPLICABLE)

MIN

1' - 3"

(KNEE)8" MIN

(DEPTH)

1' - 5" MIN

TOE

9" M

IN

2' -

3" (M

IN)

2' -

10" M

AX

CLEAR FLOORSPACE SHALLEXTENDBENEATH EDGEOF LAVATORY14"-19"

ACCESSIBLE LAVATORY ACCESSIBLE LAVATORY TOWEL DISPENSER SOAP DISPENSER

1' -

7" M

IN

3' -

0" M

AX

2' -

9" M

IN

1' - 0" 3' - 6" MIN

4' - 6" MIN

FEMININE NAPKIN RECEPTACLETOILET PAPER

3' - 0" MIN 6" MIN

1' -

6"

GRAB BAR NOTES:1. 1-1/4" TO 1-1/2" DIA - TYP2. 1-1/2" CLR SPACING TO BE PROVIDEDBETWEEN GRAB BAR & WALL - TYP3. COORDINATE LOADING W/ APPLICABLECODES & MFR SPECIFICATIONS

9" MAX7" MIN

10" MAX

TOILET ELEVATION @ SIDE TOILET ELEVATION @ FRONT URINAL ELEVATION

1' -

5"

COAT HOOK, OUTLETS, & CONTROLS TACTILE SIGNAGE FIRE EXTINGUISHER BABY CHANGING STATION

OPE

N B

ED

34" T

.O. M

AX

1' -

7" M

AX

1' -

5" M

IN

1' - 6" MAX

1' - 4" MIN

FLUSHLEVERSMOUNTED ONWIDE SIDE OFTOILET (T

O H

AND

LE)

4' -

0" M

AX

3' - 3"

3' -

3"

CHALK / MARKER BOARDS TO BE MOUNTED 36" TO BOTTOMFROM FINISH FLOOR (VERIFY WITH OWNER)

CLOSET / SHELF ROD TO BE MOUNTED 54" TO TOP OF SHELF

ACCESSIBILITY NOTES

1.

2.

3. ACCESSIBLE TOILET COMPARTMENT DOORS TO HAVEHANDLES ON BOTH SIDES AND BE SELF-CLOSING, TYP

4. ALL ACCESSIBLE SEATING AT DINING AND PATIO AREAS TOHAVE 27" MIN KNEE CLEARANCE

5. THE FIXTURE AND ACCESORIES MOUNTING DETAILS ANDREQUIREMENTS SHOWN IN THESE DRAWINGS ARE TYPICALAND APPLY TO REQUIRED ACCESSIBLE INSTALLATIONS ONLY.REFER TO PLANS FOR LOCATIONS AND TYPES OF LAYOUTS.EQUIPMENT SHOWN MAY OR MAY NOT APPEAR ON THISPROJECT. IF A ROOM IS IN QUESTION AS TO BEING A REQUIREDACCESSIBLE ROOM - CONTACT ARCHITECT FOR RESOLUTION.

ALL EXTERIOR RAMPS SHALL HAVE A NON-SKID FINISH ASSPECIFIED (SEE DETAILS THIS SHEET), ALL INTERIOR RAMPSSHALL HAVE FLOOR MATERIAL OF NON-SKID MATERIAL (SEESPECIFICATIONS). IF NO FINISH IS INDICATED ON DRAWINGS -PROVIDE RUBBER RADIAL TILE ON FINISH FLOOR SURFACE OFINTERIOR RAMPS.

PROVIDE IN ALL LOCATIONS OF REQUIRED ACCESSORIES,ADEQUATE SOLID BLOCKING, CAPABLE OF WITHSTANDING250 LB FORCE (SHEAR AND BENDING). GRAB BARS SHALLNOT ROTATE, FASTENERS SHALL BE OF A TYPE TOWITHSTAND REQUIRED FORCE AND TYPED FOR TYPE OFWALL CONSTRUCTION.

6.

7.

8.

9.

ANY METAL FLOOR GRATINGS OR DRAINAGE GRATINGS IN ANACCESSIBLE PATH SHALL HAVE SPACES NO GREATER THAN1/2" WIDE IN ONE DIRECTION, LONG DIMENSION SHALL BEPERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

ACCESSIBLE DOORS: SWEEP PERIOD OF DOOR CLOSERS ONACCESSIBLE DOORS SHALL BE ADJUSTED SO THAT FROM OPENPOSITION OF 70", DOOR WILL TAKE A MINIMUM OF 3 SECONDSTO MOVE TO A POINT 3" FROM THE LATCH. DOORS SHALLREQUIRE NO MORE THAN 5 LB. OF FORCE TO OPEN. ADJUSTCLOSERS ACCORDINGLY.

RESTROOM LEGEND

GRAB BAR 42"L. X 1-1/2"DIA.GB-1:

GRAB BAR 36"L. X 1-1/2"DIA.GB-2:

24"W x 36"H MIRRORM-1:

SURFACE MOUNTED TOILET TISSUE DISPENSER (N.I.C.)TT-1:

PAPER TOWEL DISPENSER (N.I.C., VERIFY MOUNTING)PT-1:

SURFACE MOUNTED SOAP DISPENSER (N.I.C.)SD-1:

SURFACE MOUNTED SANITIZER DISPENSER (N.I.C.)SD-2:

SEE FIXTURE DETAILS BELOW FOR MOUNTING HEIGHTS

SEE FINISH LEGEND FOR FINISH INFORMATION

SURFACE MOUNTED FEMININE NAPKIN RECEPTACLE (N.I.C.)FNR-1:

BABY CHANGING STATION (N.I.C.)CH-1:

GRAB BAR 18"L. X 1-1/2"DIA. (VERTICAL)GB-3:

UNDERMOUNT SINKREF PLUMBING

4' -

0" T

YP

6' -

6" A

T C

OU

NTE

R

PT-1

M-1

SD-1

P-1

T-1

TT-1

GB-1

GB-2GB-3

GB-2

GB-1

TT-1

4' -

0" T

YP

T-1

P-1

CH-1

GB-3T-1

P-1

4' -

0" T

YP

CH-1

111

T-1

P-1

_______A5.311OH

4' -

0" T

YP

6' -

6" A

T C

OU

NTE

R

2' - 0"

T-1

P-1

4' -

0" T

YP

CH-1 T-1

P-1

GB-2

GB-1

FNR-1 TT-1

4' -

0" T

YP

GB-3T-1

P-1

4' -

0" T

YP

_______A5.311

2' - 0"

6' -

6" A

T C

OU

NTE

R

SD-1

UNDERMOUNT SINK -REF PLUMBING

M-1

PT-1

110

T-1

P-1

GB-2

GB-1

FNR-1

4' -

0" T

YP

6' -

6" A

T C

OU

NTE

RGB-3

SD-1

SD-2

M-1

3/4" PLYWOOD OVER2X4 FRAMING

SOLID SURFACECOUNTERTOP,BACKSPLASH,AND SKIRT - SS-1

UNDERMOUNT SINK - REFPLUMBING

PIPE INSULATION

2' - 0"

4' -

0" T

YP

6' -

6" A

BOVE

CO

UN

TER

(ALL

3 S

IDES

)


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A5.3

DETAILS -RESTROOM ANDACCESSIBILITY

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1/2" = 1'-0"ENLARGED RESTROOM FLOOR PLAN1

1/2" = 1'-0"FIXTURE HEIGHTS AND CLEARANCES10

1/4" = 1'-0"MEN ELEVATION2 1/4" = 1'-0"

MEN ELEVATION3 1/4" = 1'-0"MEN ELEVATION4 1/4" = 1'-0"

MEN ELEVATION5

1/4" = 1'-0"WOMEN ELEVATION8 1/4" = 1'-0"

WOMEN ELEVATION7 1/4" = 1'-0"WOMEN ELEVATION9 1/4" = 1'-0"

WOMEN ELEVATION6

1/2" = 1'-0"RESTROOM VANITY11

12' -

8"

16' - 4"

5" 15' - 6" 5"

12' -

0"

15' - 0"

2' - 6" 5' - 0" 5' - 0" 2' - 6"

2' -

0"

NOTE: REFERENCE CIVIL DRAWINGS FOR DUMPSTER ENCLOSURE LOCATION AND ORIENTATION.

6" PIPE BOLLARDSREF

TYP

6X6 STEEL TUBE

DUMPSTERENCLOSURE

2006

A5.4________________________________

/2 A5.4

/3 A5.4

/5

A5.4

/5

A5.4

6"X6" STEEL TUBE- PAINTED P-5

2"X3" STEEL TUBE FRAME

1" STEEL TUBE - 16 EQ SPACES

2 - 1" X 1/4"LOCK BRACKET

3" HEAVY DUTYCASTER

15' - 6"

EXTEND TUBE 48"BELOW GRADE

REF CIVIL

CANE BOLT ATEACH GATE

SEALED 2X6 WOOD BOARDS OVERSTEEL TUBES. PROVIDE 1" GAPBETWEEN BOARDS.

P-4

2X6 STUD WALLREF STRUCTURAL



BUILDING WRAP


1/2" OSB SHEATHING

(2) TREATEDCONTINUOUS2X4 BLOCKING

COOLER /FREEZER PANEL

SEALANT

BACKER RODAND SEALANT

METAL FLASHING





BUILDING WRAP

1/2" OSB SHEATHING

(2) TREATED CONTINUOUS2X4 BLOCKING

COOLER / FREEZER PANEL

18 GA. STAINLESSSTEEL WRAP ATHEAD AND JAMB

CONTINUOUS SEALANTAT HEAD AND JAMB




BUILDING WRAP

HARDBOARD TRIM- PAINTED P-1

1/2" OSB SHEATHING

(2) TREATED CONTINUOUS2X4 BLOCKING

COOLER / FREEZER PANEL

SEALANT

BACKER ROD AND SEALANT

METAL FLASHING

COOLER/FREEZER ROOFMATERIAL. EXTEND UNDERFLASHING AND BEHIND SIDING.

HARDBOARD LAP SIDING- PAINTED P-5

1x6 WOOD PLANKS - STAINED ST-2- OVER 4X4 POSTS. PROVIDE 1"GAPS BETWEEN BOARDS

PLYWOOD SCREEN PANEL. PAINTBLACK. PROVIDE 3/4" GAP BETWEENINTERIOR FACE OF PLANK ANDEXTERIOR FACE OF PLYWOOD

2X BLOCKING, TYPPAINT BLACK AT BROOM CLOSET

3 1/2" 1' - 3 1/8" 3 1/2"

1' - 6 5/8" 3' - 11 3/8"

3 1/

2"2'

- 2

1/2"

3 1/

2"

2' -

9 1/

2"

REMOVABLE PLANK(S) TOACCCESS COOLER. FIELDVERIFY SIZE AND LOCATION3/

4"2

1/4"

1/2"

3/4"

3/4"

2X4 STUDS. REF STRUCTURAL

1X10 PINE - STAINED ST1

NOTE: PAINT ALL SUBSTRUCTUREBLACK (INCLUDING POSTS/ BLOCKING)

4X4 POST, TYPPAINT BLACK

GYP BD W/ FRP-1 FINISH

5/8" GYPSUM BOARDPAINT BLACK

2' -

6 1/

8"

1/2" OSB SEHATHING


HEIGHEST PLANKW/ 2X4 BLOCKINGTO SPAN ACROSSCLOSET, ABOVE

2-1/2" X 2-1/2"GV SQUARE

TUBE

GV GABIONHEX WIRE

INFILL - REFSPEC

2 1/2" x 2 1/2"GV SQUARE

TUBE

R1 - GUARD RAIL AT OUTDOOR SEATING

2 1/2" 3 3/4" 50 1/2" 3 3/4" 2 1/2"

2 1/

2"

1 1/

2"

30 1

/4"

1 1/

2"

2 1/

2"3

3/4"

42"

2-1/2" X 2-1/2"GV SQUARE

TUBE

1" X 1"GV ANGLEFRAMES.REF SPEC

CONCRETE SLAB(RECESSED AT FREEZER)REF STRUCTURAL

CONCRETESLAB BEYOND

DOUBLE 2X STUDS

FREEZER FLOORFLUSH WITHFINISH FLOOR

FREEZER/COOLERPANEL

3"

CONCRETE SLABREF STRUCTURAL

EPOXY FLOORING

1/2" EXPANSION JOINT

STAINLESS STEELTHRESHOLD

COOLER DOOR.REF MFR DWGS

CONCRETE CAP

STEEL PIPE WITH (2) #4'S, FULLHEIGHT OF PIPE. FILL WITHCONCRETE TYP - 4" DIA.AT DUMPSTER ENCLOSURE -6" DIA, PAINT TRAFFIC YELLOW.

ADJACENT CONCRETEOR PAVING (VARIES)

CONC. FOOTING WITH (4) - #4'SVERT. & (3) - #4 TIES

1' - 6"

1' -

6"

9" 9"

--

5' -

0"4'

- 0"

REF CIVIL

6' -

8"

16' - 4"P-4

REF CIVIL

6' -

8"

12' - 8"

P-4

REF CIVIL

6' -

8"

12' - 8"P-4

REINFORCEDCONCRETE FOOTINGREF STRUCTURAL

1/2" EXPANSIONJOINT-TYP.

REINFORCEDCONCRETE SLABREF STRUCTURAL

CROWN TOP OF CMU WALLWITH CONCRETE. PAINT TOMATCH DRYVITMONASTERY BROWN

6' -

8"

8" SPLITFACE CMU BLOCKABOVE GRADE. CMUCOLOR TO MATCH DRYVITMONASTERY BROWNREF STRUCTURAL

8" CMU WALLBELOW GRADEREF STRUCTURAL

4X4 HSS SQUARECOLUMN SET INCONCRETEREF STRUCTURAL


SEALED 2X6 SPACERBETWEEN COLUMNAND BOARDS.

(2) TEK SCREWS @12" O.C. VERTICALLY

3 1/2" DIA XS ROUNDCOLUMN SET IN CONCRETEREF STRUCTURAL


LONG TANGENT STEEL U-BOLTW/ STANDARD WASHER @EVERY 4TH GAP

SEALED 2X6 SPACERBETWEEN COLUMNAND BOARDS.(1) TEK SCREW @12" O.C. VERTICALLY


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1/4" = 1'-0"DUMPSTER PLAN1 1/4" = 1'-0"

FRONT ELEVATION2

1 1/2" = 1'-0"COOLER DETAIL11 1 1/2" = 1'-0"

COOLER DETAIL12 1 1/2" = 1'-0"COOLER DETAIL13

1" = 1'-0"PLAN DETAIL8 3/4" = 1'-0"

RAILING ELEVATIONS9

1 1/2" = 1'-0"FREEZER FLOOR DETAIL10 1 1/2" = 1'-0"14

COOLERTHRESHOLD DETAIL

3/4" = 1'-0"TYPICAL BOLLARD7

1/4" = 1'-0"REAR ELEVATION3 1/4" = 1'-0"

RIGHT ELEVATION4 1/4" = 1'-0"LEFT ELEVATION5

1/2" = 1'-0"WALL SECTION6

1" = 1'-0"15ENCLOSURE DETAIL@ SQUARE COLUMN

1" = 1'-0"16ENCLOSURE DETAIL@ ROUND COLUMN

(3) LVL'S - REFSTRUCTURAL

HARDBOARD LAPSIDING - PAINTED

BUILDING WRAP



1/2" OSB SHEATHING


HARDBOARD TRIM -PAINTED

CONTINUOUS METALFLASHING. PAINT TO MATCHADJACENT FINISHES

ALUMINUMSTOREFRONT SYSTEM

SHIM

DOOR NOTES

UNFINISHED DOOR. PROVIDE DOOR GRAPHIC.REF FINISH SCHEDULE

EXIT ALARM NOT REQUIRED.

CONSTRUCTED IN FIELD BASED ON GC-PROVIDEDSHOP DRAWINGS.

CUSTOM SWING GATE. REF FOR SIMILAIRCONSTRUCTION.

1.

2.

3.

4. /9 A5.4

/7 A5.5/6 A5.5/7 A5.5

/5 A5.5

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TYPE "A"FLUSH WOOD, SOLID CORE

BIRCH VENEER (STAIN)

TYPE "C"ALUMINUM STOREFRONT

7" x 31" - 1/4"WIRESAFETY GLASSVP WITHWEATHERSEALS

TYPE "B"FLUSH INSULATED

HOLLOW METAL (PAINT)

KICK PLATEKICK PLATE

TYPE "D"WOOD AND STEEL GATESEE DOOR NOTE 3

TYPE "E"HOLLOW METAL

PROVIDEVIEWERAT OFFICEONLY

TYPE "F"FLUSH INSULATED

HOLLOW METAL (PAINT)

SEE

SCH

EDU

LE

SEE SCHEDULESEE SCHEDULE

EQ EQ

4' -

0"1'

- 6"

SEE

SCH

EDU

LE

SEE SCHEDULESE

E SC

HED

ULE

6"

SEE SCHEDULE

6"

SEE

SCH

EDU

LE

10"

4"

SEE SCHEDULE

6" 8"

2' -

8"3'

- 7"

MAX

7' -

0"

SEE SCHEDULE

SEE

SCH

EDU

LE

T T

TYPE "A"HOLLOW METAL (PAINT)

SEE

SCH

EDU

LE2"

2"

SEE SCHEDULE

2"

SOUND BATT INSULATION (SEEPLANS)WOOD STUD FRAMING(SEE PLANS FOR WALL TYPES)

5/8" GYP BD BOTH SIDES

CAULK - TYP AT ALL SIDES

HOLLOW METAL FRAME (PAINT P-3)

DOOR (SEE DOOR SCHEDULE)

NOTE: JAMB SIMILAR

1/2" PLYWOOD SPACER

WOOD STUD FRAMING(SEE PLANS FOR WALL TYPES)1/2" SHEATHING

ALUMINUM FRAME(SEE FRAME ELEVATIONS)


NOTE: JAMB SIMILAR

SOUND BATT INSULATION(SEE PLANS)

HARDBOARD SIDING, PAINTED

BUILDING WRAP

HEMMED HEAD FLASHING

TRANSOM ABOVESTOREFRONT DOOR

1/2" PLYWOOD SPACER

WOOD STUD FRAMING(SEE PLANS FOR WALL TYPES)

1/2" SHEATHING


NOTE: JAMB SIMILAR

SOUND BATT INSUL.(SEE PLANS)

HARDBOARD SIDING, PAINTED

HOLLOW METAL FRAME(PAINT P-3)


1/2" PLYWOOD SPACERWOOD STUD FRAMING(SEE PLANS FOR WALL TYPES)1/2" SHEATHING

ALUMINUM FRAME(SEE FRAME ELEVATIONS)DOOR (SEE DOOR SCHEDULE)NOTE: JAMB SIMILAR

SOUND BATT INSUL.(SEE PLANS)

HARDBOARD SIDING

BUILDING WRAP


A B C E F

T T

T T T

4' -

2"3'

- 0"

2"3'

- 10

"2"

5' - 2" (2) EQ SPACES

7' -

0"

2"

1' -

11"

2"

9' -

3"

6' -

3"3'

- 0"

2' -

10"

4' -

0"

6' -

10"

2' - 0" 2' - 0"

7' -

0"

2"

7' -

2"

6' - 4"7'

- 0"

2"

7' -

2"

3' - 4"

3' -

4"

2"

2' -

6" 2"

2"

4' - 4"

2"

6' -

2"

4' - 8"

OPEN

STAINLESS STEEL WRAPPEDCASED OPENING AT PASSTHRU

FIELD VERIFY HEIGHTS

T - TEMPERED GLASS

G

2" 3' - 0" 2" 24' - 5" (8) EQ SPACES

TT

2" 6' - 0" 2" 2" 3' - 0" 2"


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1" = 1'-0"HEADER DETAIL8

HARDWARE SCHEDULEQTY DESCRIPTION MFR MODEL/SIZE FINISH

SET #1 - STOREFRONT DOUBLE2 EA CONTINUOUS HINGE BY DOOR SUPPLIER - REF SPEC SPEC 08 41 112 EA PUSH BY DOOR SUPPLIER - REF SPEC SPEC 08 41 112 EA PULL BY DOOR SUPPLIER - REF SPEC SPEC 08 41 112 EA EXIT DEVICE BY DOOR SUPPLIER - REF SPEC SPEC 08 41 111 EA KEYED CYLINDERS SCHLAGE AS REQUIRED US26D1 EA THRESHOLD BY DOOR SUPPLIER - REF SPEC SPEC 08 41 112 EA CLOSER BY DOOR SUPPLIER - REF SPEC SPEC 08 41 112 EA WEATHERSTRIP BY DOOR SUPPLIER - REF SPEC SPEC 08 41 112 EA STOP IVES RS13 WITH R14 RISER US26D

SET #2 - STOREFRONT SINGLE1 EA CONTINUOUS HINGE BY DOOR SUPPLIER - REF SPEC SPEC 08 41 111 EA PUSH BY DOOR SUPPLIER - REF SPEC SPEC 08 41 111 EA PULL BY DOOR SUPPLIER - REF SPEC SPEC 08 41 111 EA EXIT DEVICE BY DOOR SUPPLIER - REF SPEC SPEC 08 41 111 EA KEYED CYLINDERS SCHLAGE AS REQUIRED US26D1 EA THRESHOLD BY DOOR SUPPLIER - REF SPEC SPEC 08 41 111 EA CLOSER BY DOOR SUPPLIER - REF SPEC SPEC 08 41 111 EA WEATHERSTRIP BY DOOR SUPPLIER - REF SPEC SPEC 08 41 111 EA STOP IVES RS13 WITH R14 RISER US26D

SET #3 - REAR EXIT1 EA CONTINUOUS HINGE HAGER 780-224, X DOOR HEIGHT FACTORY

ALUMINUM1 EA EXIT DEVICE YALE 7100 SERIES X DOOR WIDTH US32D1 EA EXIT DEVICE TRIM YALE AU626F US26D1 EA KEYED CYLINDERS SCHLAGE AS REQUIRED US26D1 EA EXIT ALARM DETEX EAX-500, SK5 GY-GREY1 EA CLOSER LNC 404XP HCUSH X SNB ALUMINUM 6891 EA THRESHOLD HAGER 412S, X DOOR WIDTH MILL FINISH

ALUMINUM1 EA DOOR SWEEP HAGER 750S, X DOOR WIDTH WITH VINYL

INSERTSCLEAR ANODIZEDALUMINUM

1 EA JAMB WEATHERSTRIP HAGER 891S, X FRAME HEIGHT MILL FINISHALUMINUM

1 EA DRIP CAP HAGER 810S, X FRAME WIDTH MILL FINISHALUMINUM

1 EA PROTECTION PLATE HAGER 194S, 34"H X DOOR WIDTH US32D

SET #4 - RESTROOM3 EA BUTTS HAGER BB1279, 4.5 X 4.5 US26D1 EA PUSH PLATE HAGER 30S, 4 X 16 US32D1 EA PULL HAGER 103J, 4 X 16 US32D1 EA CLOSER LNC 4040XP Rw/PA X SNB ALUMINUM 6891 EA KICK PLATE HAGER 194S, 10"H X DOOR WIDTH US32D1 EA STOP HAGER 236 OR 242 AS REQUIRED US32D1 EA SILENCERS HAGER 307D RUBBER

SET #5 - OFFICE3 EA BUTTS HAGER BB1279, 4.5 X 4.5 US26D1 EA LOCKSET - OFFICE HAGER 3500 SERIES US26D1 EA CYLINDER SCHLAGE AS REQUIRED US26D1 EA STOP HAGER 236 OR 242 AS REQUIRED US26D1 EA SILENCERS HAGER 307D RUBBER

SET #6 - WOOD GATE1 EA WEATHERIZED RIM EXIT DETEX V40 X W 711 - BLACK

SET #7 - RISER3 EA BUTTS HAGER BB1191, 4.5 X 4.5 US26D1 EA LOCKSET - STOREROOM HAGER 3500 SERIES US26D1 EA CYLINDER SCHLAGE AS REQUIRED US26D1 EA THRESHOLD HAGER 520S MILL FINISH

ALUMINUM1 EA SWEEP HAGER 750S, X DOOR WIDTH WITH VINYL

INSERTSCLEAR ANODIZEDALUMINUM

1 EA WEATHERSTRIP HAGER 891S, X FRAME HEIGHT MILL FINISHALUMINUM

1 EA DRIP CAP HAGER 810S, X FRAME WIDTH MILL FINISHALUMINUM

SET #8 - PATIO GATE2 EA SPRING HINGE HAGER 1150 US32D

DOOR SCHEDULE

DOOR #DOOR FRAME HEAD

DETAIL HARDWARE NOTESWIDTH HEIGHT FINISH TYPE MATERIAL TYPE101 6' - 0" 7' - 0" ALUM./GLASS C ALUM. STOREFRONT SET #1 - STOREFRONT DOUBLE ---102 A 3' - 0" 7' - 0" ALUM./GLASS C ALUM. STOREFRONT SET #2 - STOREFRONT SINGLE 2102 B 3' - 0" 7' - 0" ALUM./GLASS C ALUM. STOREFRONT SET #2 - STOREFRONT SINGLE ---104 A 2' - 7" 2' - 9" --- --- --- --- SET #8 - PATIO GATE 4104 B 2' - 7" 2' - 9" --- --- --- --- SET #8 - PATIO GATE 4106 4' - 0" 7' - 0" HM B HM A SET #3 - REAR EXIT ---107 3' - 0" 7' - 0" HM F HM A SET #7 - RISER ---108 3' - 0" 7' - 0" HM E HM A SET #5 - OFFICE ---110 3' - 0" 7' - 0" WD A HM A SET #4 - RESTROOM 1111 3' - 0" 7' - 0" WD A HM A SET #4 - RESTROOM 1128 4' - 0" 7' - 0" WD D STEEL ANGLE --- SET #6 - WOOD GATE 3

1/4" = 1'-0"DOOR TYPES3 1/4" = 1'-0"

FRAME TYPES2

1 1/2" = 1'-0"DOOR HEAD DETAIL4 1 1/2" = 1'-0"

DOOR HEAD DETAIL6 1 1/2" = 1'-0"DOOR HEAD DETAIL5 1 1/2" = 1'-0"

DOOR HEAD DETAIL7

1/4" = 1'-0"WINDOW TYPES1

PLYWOOD SCREEN PANEL.PROVIDE 3/4" GAP BETWEENINTERIOR FACE OF PLANK ANDEXTERIOR FACE OF PLYWOOD

POS

SS1

2' -

10"

CUP DISPENSERS

18A5.6

________________________________

2" 3' - 0" 2' - 6" 1' - 0" 2' - 6" 3" 2' - 0"

11' - 5"

1X6 WOOD PLANKS -STAINED ST-2. PROVIDE 1"GAPS BETWEEN BOARDS

CABINET FRONTS ANDINTERIOR - PLASTICLAMINATE (PL-2)COVERED MELAMINEPOS

SS-1

CUP DISPENSERS

17A5.6

________________________________

2' -

10"

PLYWOOD SCREEN PANEL.PROVIDE 3/4" GAP BETWEENINTERIOR FACE OF PLANK ANDEXTERIOR FACE OF PLYWOOD

2' - 0" 2" 1' - 9"

3' - 11"

1X6 WOOD PLANKS -STAINED ST-2. PROVIDE 1"GAPS BETWEEN BOARDS

CABINET FRONTS ANDINTERIOR - PLASTICLAMINATE (PL-2)COVERED MELAMINE

POS

COUNTERTOP - SS1

3' -

11"

2' - 0"

2' -

0"

17A5.6

________________________________

18A5.6

________________________________CUP DISPENSERS

11' - 5"

OUTSIDE FACE OFCABINETS BELOW

COUNTERTOP ANDBACKSPLASH - SS1

2A5.6

________________________________

3A5.6

________________________________

TEA MAKER

TEA URN

POST MIX

LID / STRAW

8' -

1"

15' - 9 3/4"

6" WIDE CAVITYBEHIND CABINETS


2A5.6

________________________________

4"2'

- 10

"

COUNTERTOP ANDBACKSPLASH - SS1

CABINET FRONTS -PLASTIC LAMINATE (PL-1)COVERED MELAMINE

POST MIX

TEA MAKER

CABINET INSIDES -PLASTIC LAMINATE (PL-3)COVERED MELAMINE

6" 2' - 0" 1" 2' - 6" 3' - 0"

BLOCKING ASREQUIRED

8' - 1"

3A5.6

________________________________

2' -

10"

4"

WASTE BIN

CABINET FRONTS -PLASTIC LAMINATE (PL-1)COVERED MELAMINE

SOLID SURFACECOUNTERTOP &BACKSPLASH - SS-1

POST MIX

LIDS / STRAW

TEA URN

CABINET INSIDES -PLASTIC LAMINATE (PL-3)COVERED MELAMINE

TEA MAKER

2' - 6" 2' - 6" 3' - 0" 3' - 0" 2' - 9" 3/4" 2' - 0"

15' - 9 3/4"

FIELD VERIFY

17' - 9 3/4"

13A5.6

________________________________

4' -

0"

2' - 0"

2' -

10"

2' - 0"

15A5.6

________________________________

4' -

0"

1' - 0"

6' -

0"

1' - 0"

2' -

0"

4' - 5"

/10 A5.6 11A5.6

________________________________


BACKSPLASH ANDCOUNTERTOP (PL-2)

2' -

10"

OPEN SHELVES - PLASTIC LAMINATE(PL-2) COVERED MELAMINE


4' - 5"

11A5.6

________________________________

VINYL BASE

2' - 0"

2' -

10"

OPEN SHELVES - PLASTIC LAMINATE(PL-2) COVERED MELAMINE


VINYL BASE

2' -

10"

6' - 6"

POST MIX

TEA URN

LIDS /STRAW


OPEN SHELVES -PLASTIC LAMINATE(PL-2) COVEREDMELAMINE

VINYL BASE

2' - 0" 2' - 0" 2' - 6"3' - 0" 3' - 4"

6' - 4"

2' -

10"

POST MIX


COVER ALLEXPOSED EDGESWITH LAMINATE (PL-2) CABINET FRONTS AND

INTERIOR - PLASTICLAMINATE (PL-2)COVERED MELAMINE

VINYL BASE

TEA URN

6' - 4"

6' -

6"3' - 0 3/4"

2' -

6 3/

4"

/5

A5.6

7A5.6

________________________________

8A5.6

________________________________/6 A5.6

TEA URN

POST MIX

LID / STRAW



POST MIX

TEA URN


CUSTOM CASH DRAWERSUPPORT (PL-2)

OPEN SHELVES -PLASTIC LAMINATE(PL-2) COVEREDMELAMINE

VINYL BASE

3' - 0"2'

- 10

"


VINYL BASE

2' - 6"

2' -

10"

STIP

ULA

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OR

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JOB NUMBER:

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THIS

DR

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CO

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WIT

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IT IS

NO

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FO

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ON

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USE

OF

THIS

DR

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OR

REF

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AN

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RO

JEC

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S O

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ENS

ED A

RC

HIT

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AN

D E

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INEE

RS.

REP

RO

DU

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ON

OF

THIS

DR

AW

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FO

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AN

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1/2" = 1'-0"FRONT COUNTER DETAIL17 1/2" = 1'-0"

FRONT COUNTER DETAIL18 1/2" = 1'-0"FRONT COUNTER PLAN16

1/2" = 1'-0"DRINK COUNTER PLAN1 1/2" = 1'-0"

DRINK COUNTER DETAIL3 1/2" = 1'-0"DRINK COUNTER DETAIL2

1/2" = 1'-0"12OFFICEDESK PLAN

1/2" = 1'-0"13OFFICEDESK DETAIL

1/2" = 1'-0"14OFFICESHELF PLAN

1/2" = 1'-0"15OFFICESHELF DETAIL

1/2" = 1'-0"9TO-GO DRYCOUNTER PLAN

1/2" = 1'-0"TO-GO DRY COUNTER DETAIL10 1/2" = 1'-0"

TO-GO DRY COUNTER DETAIL11

1/2" = 1'-0"TO-GO WET COUNTER DETAIL5 1/2" = 1'-0"

TO-GO WET COUNTER DETAIL6 1/2" = 1'-0"TO-GO WET COUNTER PLAN4 1/2" = 1'-0"

TO-GO WET COUNTER DETAIL7 1/2" = 1'-0"TO-GO WET COUNTER DETAIL8

8540 Cobb Center Dr., Ste 100 Kennesaw, GA 30152

770-

499-

200 0

ALUMINUMMENUBOARD

SPEAKER

MICROPHONE

CHICKENWIRE

CHICKEN WIRE

STEELTUBING

CORRUGATION

CHICKENWIRE

2"x3"STEELTUBING

2"x3" STEELTUBING

2"x3" STEELTUBING

2"x2" STEELTUBING

2"x2"ALUMINUMTUBING

4"x3"ALUMINUMTUBING

2"x2"ALUMINUMTUBING

2"x2"ALUMINUMTUBING

CHICKENWIRE

1"x1" ANGLE

2"x3" STEELTUBING

2"x3" STEELTUBING

6"x6" STEELPYLON

CUTOUT FORMICROPHONE

1_2" STEEL "H"PLATE

1_2" STEEL "H"PLATE

11GA STEELSPEAKER BOX

2"x2" STEELTUBING

2"x3" STEELTUBING

2"x2" STEELTUBING

6"x6" STEELPYLON

1_2" STEEL "H"PLATE

1_2" STEEL "H"PLATE

2"x3" STEELTUBING

2"x2" STEELTUBING

11GA STEEL FLATBAR TYPE "A"

11GA STEEL FLATBAR TYPE "B"

11GA STEEL FLATBAR TYPE "B"





CONC. FOOTING TOBE 2500PSI @ 28DAYS

2'-0" DIA. CONC.FOOTING TO BE2500PSI @ 28 DAYS

3_4"x36" J-BOLT

ANCHORS (4)

CONC. FOOTING TOBE 2500PSI @ 28DAYS

3_4"x36" J-BOLT

ANCHORS (4)

COLOR NOTES

7'-01_4"

3'-21_4"

2'-311 __ 16"

8'-0"

93 _ 8"

9'-33 _ 8"

11"

8'-0"

10'-615 __ 16"

2'-11" 2'-11"6'-4"

1'-10 5__16"

3'-4

5 __ 16"

3'-4

5 __ 16"

1'-10 5__16"

8'-13_8"

3'-11

11 __ 16"

4'-111 __ 16"

8'-13 _ 8"

2'-101_2" 3'-11_

2"

6'-0"

5'-8"

2'-81_2" 2'-81_

2"

1'-10

1 _ 8"3'-015 __ 16"

3'-2

5 __ 16"

1'-13_4"

3 _ 4"

11_4"

13 _ 8"

1'-11_2"

15 __ 16"

1"

3 _ 4"

83 _ 4"

5'-111_2"

2'-81_8"

91_4"

41 __ 16"

41 __ 16"

2'-81_8"

2'-10 13__16"

2'-8 13__16"

1'-7

9 __ 16"

5'-8

5 __ 16"

7'-11

7 _ 8"

6'-35_8"

3'-13 _ 4"

11"

1'-911 __ 16"

8'-0"

1'-9

9 __ 16"

2'-8 13__16"

6'-35_8"

1'-9

9 __ 16"

27 _ 8"

63_4"

107 _ 8"

5'-115_8"

3" 1"

4"

1"1"

2"

1" 8" 1"

10"

11 _ 2"11 _ 2"

3"

1_2 "

1_2"

3'-6"

2'-0" DIA.

3'-0"

8"

4"

8"

4"

3'-6"

2'-0" DIA.

4"

83_8"

2'-23 _ 8"

6"

8" 1'-2" 8"

2'-0"2'-313__16" 2'-3 13__

16"

2'-013__16"2'-013__

16"

8" 1'-2" 8"

4" 4" 4"

2'-0 13__16" 2'-0 13__

16"

6'-75_8"

THESE ARE ORIGINAL, COPYRIGHTED DETAILS BYUNISTRUCTURES. THEY ARE PROVIDED FOR REFERENCEONLY. DO NOT USE FOR CONSTRUCTION. CONTACTUNISTRUTURES FOR SITE SPECIFIC DETAILS PRIOR TOINSTALLATION OF MENU BOARD

1. ORDER POINT TO BE COLOR "BLACK"

PIVOTING ORDERPOINT CANOPY

1 FRONT ELEVATION VIEWSCALE: 1/2" = 1'-0" 3 SIDE ELEVATION VIEW

SCALE: 1/2" = 1'-0"2 FRONT ELEVATION VIEW

SCALE: 1/2" = 1'-0"

1 COOP CAGE COVERSCALE: 1 1/2" = 1'-0"

2 ROOF PANELSCALE: N.T.S.

1

FRONT ELEVATION @MAIN PYLON SUPPORT

SCALE: 1/2" = 1'-0"

3

FRONT ELEVATION @SPEAKER BOX/COOP CAGE

SCALE: 1/2" = 1'-0"

2

SIDE ELEVATION @MAIN PYLON SUPPORT

SCALE: 1/2" = 1'-0"

4 PLAN VIEWSCALE: 1/2" = 1'-0"

PROJECT LOCATION

B1.0 MENU BOARD DETAILS

STREET ADDRESSCITY, STATE 00000

PROGRESS SET

proto set city, state 00000 00/00/00 - adb … · ... the buildings fire sprinkler system shall...

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